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Home My WebLink AboutDWG 338-6; PD 431; LA TERRAZA; 01-19GRADING OPERATION. S1REET NOTES MAP VICINITY CITY' OF OCEANSIDE I. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER R VALUE' TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE 'R" VALUE TESTS AND THE ENG I NEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE' PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE AS-BUILT PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM'VAIRES SHALL BE CUT OFF TYPE. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. STORM DRAIN PIPE' SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350 OR ASBESTOS CEMENT PIPE WITH A MINI" D-LOAD OF 2,000. FOR PRIVATE STORM DRAIN PIPES, UP TO I5 PVC MAY BE UTILIZED PROVIDED DEPflI IS LESS THAN 15 FEET AND BACKFILLED WITH 314" ROCK PER SDRSD S-4 TYPE C AND PIPE MEETS ASTM STANDARD 3034 FOR SDR 35 SOLID WALL PIPE. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. STREET TREES SHALL BE INSTALLED PER SECTION IV 0.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE RE -ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. TWO 121 SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. 0 I WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. I. CARLSBAD MUNICIPAL CODE CITY OF CARLSBAD STANDARDS THIS SET OF PLANS RESOLUTION NO. 3538 -DATED SEPTEMBER 1. 1993 THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). SOILS REPORT AND RECOMMENDATIONS BY GEOCON DATED MARCH 29. 1994 THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. CALIFORNIA COASTAL COt.f.I!SSION DEVELOPMENT PERMIT CONDITIONS DATED 9-1-1993 CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS FOR WATER, RECLAIMED WATER AND SEWER SYSTEMS. (CONTINUED ON SHEET 2) * STRUCTURAL SECTION SHALL BE BASED ON R-VALUE TEST AT COMPLETION OF ROUGH GRADING. s* EXTEND AGGREGATE BASE UNDER CURB OR CURB & GUTTER AT SAME THICKNESS AS STREET A.B. V ELEVATION PER PLAN EXIST. 45' 45 ___________ CITY OF VISTA SITE CITY OF SAN MARCOS PACIFIC OCEAN NOT TO SCALE CITY OF ENC'NITAS APPROX. LOCATION OF SOUND WALL. (SEE LANDSCAPE PLAN) PROP. R/W 1 ' I 10' I 0 C 0 EXIST. RAW 53, U 0 I 1 . VARIES VARIES 21- m1p VARIES I i1 ::::::::::::art WATER NOTES I. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN- ACCORDANCE WITH THE 'CARLSBAD RULES 8 REGULATIONS FOR THE CONSTRUCTION OF POTABLE WATER MAINS- CARLSBAD MUNICIPAL WATER DISTRICT.' OCTOBER 1993 OR AS AMENDED. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FORM THE DIVISION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOTIFICATION BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FORM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY DISTIRCT ENGINEER AND DISTRICT SUPERINTENDENT. A PRECONSTR'JCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF SEVEN (7) DAYS BEFORE CONSTRUCTION BEGINS. CONTACT CITY OF CARLSBAD ENGINEERING DEPARTMENT ((619) 438.38911 FOR SCHEDULING. THE CONTRACTOR SHALL NOTIFY CITY OF CARLSBAD ENGINEERING DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED- TELEPHONE NO. (6191 438-3891. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT. ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK-ANY EXCEPTIONS SHALL REQUIRE VrR I TTEN PERMISSION FROM THE DISTRICT ENGINEER. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER. THE DISTRICT ENGINEER WI.LL CONSIDER AN ALTERNATE' FORM OF'PROTECTION. THE EXACT HOR I ZONTAL AND VERT I CAL AL I GNF.€NT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHILL BE CONSTRUCTED IN ACCORDANCE WITH THE CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT.' OCTOBER 1993 OR AS AA#AENOED. I. ALL SEINER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE' WITH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SYSTEM - DES I ON CRITERIA, STANDARD DRAWINGS AND SPECIFICATIONS. LATEST EDITION, AND THE $ TANOARO SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION. LATEST EDITION (GREEN BOOK). 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. BEFORE ANY CONNECTION TO THE DISTRICT'S EXIST INC SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MIST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING CONSTRUCTION (TELEPHONE: 619-438-38911. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY_AERIAL ____ METHODS FROM INFORMATION GATHERED ON 3-30 19 94 By PHOTO GEODETIC CORP.. SAN DIEGO, CA, TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. , - DECLARATION OF RESPONSIBLE CHARGE" PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NjIMBER(S) 215-020.15: 215.021-01 THE CAL IF.,HN1A COORDINATE INDEX OF THIS PROJECT IS N 19812,.9. 152 E_6249152.101 plans) 6" A.B.(CL. II)MIN.* E __I ROUGH GRADE LINE 1] (see landscape \ \ (G-6).* TYPE B-i CURB (G-2)*s TYPE B-i CURB PCC SIDEWALK SEE LANDSCAPE PLANS FOR / (G-6)*s R=* (G-7) MEDIAN IMPROVEMENTS 6" AC PVM'T/ -90 6" AB (CL II) MIN.* TYPICAL STREET SECTION APPROX. LOCATION EL CAMINO REAL (PUBLIC) - OF SOUND WALL. STA. 267+95.00 TO 269+44.92 (SEE LANDSCAPE PLAN) NOT TO SCALE EXIST. PROP. R/W EXIST. • R/W 45' - 45' 4~ 4' 10' 53, 441_5 I I _4.' 0-9' 2' A.C. 3.5' 1 v VARIES v VARIES 6" C&G TYPE 0 ROUGH GRADE LINE MEDIAN (see landscape (G-2)** 6" A.B.(CL. II) MIN.* J / plans) TYPE B-2 C&G 4" PCC SIDEWALK (G-6)s* TYPE B-i CURB (G-7) SEE LANDSCAPE PLANS FOR (G-6)** MEDIAN IMPROVEMENTS 6" AC PVM'T/ R= * (1 1/2" AC PW'T/COMPACTED NATIVE 6" ABaCL II) M'N* T.I.- 9.0 255+71.32 TO 259+62.30) TYPICAL STREET SECTION_ EL CAMINO REAL (PUBLIC) BENCH MARK DESCRIPTION: ELEV. _ESTABLISHED_BY_ COUNTY _OF_ SAN _DIEGO LOCATION: AS TREETC. 1..MON.ONELCAMI NOREAL2.31MI. NLY FROM LA COSTA AVE. RECORDED: I97? - ELEVATION: 303.498 DATUM: ________ GENERAL NOTES I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD RQrRDING IMPROVEMENTS SHOY#4 ON THIS SET OF PLANS. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE. RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. CITY APPROVAL OF PLANS DOES NOT REL I EVE THE DEVELOPER OR ENGINEER- OF. WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. A RIGHT-OF-MY PERMIT FROM THE CITY ENG I NEER WILL BE REQU I RED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADD I TI ONAL INSURED ON THE PERMI TTEE 'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCUR ?ANCE OF L IABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF A AND A SIZE CATEGORY OF CLASS V AS ESTABLISHD BY BESTS KEY RATING GUIDE, NO WORK SHALL BE CC4ItNCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE IAENCIES. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED I&f'ROVEAENTS ARE NOT CONS TRUC TED PRIOR TO THE DEADL I NE DATE OF THE IMPROVEMENT AGREEMENT. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRI TTEN APPROVAL OF THE CI TY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF -WORK PRIOR TO F I NAL ACCEPTANCE OF THE WORK BY THE CITY. '0. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE M4INTAINED TO THE PROJECT SITE AT ALL. TIMES DURING CONSTRUCTION. II. PJIERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT CCWRI SED OF: IA) SUWARY SHEET, 181 LABORATORY WORK SHEETS AND IC) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY rNGINEERING INSPECTOR WI THIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE 4P I TTEN FIELD CIiPACT1ON REPORT (Si SHALL BE I%f&D IA TEL V S-IBM! TTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. A PRECONSTRUCTIOIy hfET1NG SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE YK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERKf438-36341 AT LEAST FIVE(S) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. ALL INSPECTION REOUESTS OTHER THAN FOR PRECONSTRUCTION AEETING WILL BE MADE BY CALLING TI' NGINERING 24-HOUR INSPTIQN EQVET LINE AT (619) 438-3891. INSPECTION RF STS MUST BE RECEIVED PRIOR 10 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UI&ESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR flS') FULL WORK DAYS LATER. 14. THE OVvIVER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES. INCLUDING SHOR I N5, AND SMALl. BE SOLELY RESPONS I BLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. IS. THE CONTRACTOR SHALL. CONFORM TO LABOR CODE SECTION 6705 BY SUBMI TTI NO A DC TA IL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE' OF WORKER ROTE'CTION FROM THE HAZARD OF' CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES ORDURING THE PIPE INSTALLATION THEREIN. THIS PLAN MIST BE PREPARED FOR ALL TRENCHES FIVE FEET (5'! OR MORE IN DEPTH AND APPROVED BY THE CITY ENG I NEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY AN ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMI TTEE HAS RECE I VED bSff I TTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTI.fOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EART-NOVING OR GRADING OPERATIONS SHALL öt' CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) ALL OFF -SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE R/W 12' 12" 6" A.C.BERM A), (G-5) 1'- 4' 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE' EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUNDI WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORD I NATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT 1 -800-422-4133 S068E 16191438-6200 PACIFIC BELL 16191489-3441 DANIELS CABLEVISION 16191438.5241 CITY OF CARLSéAD,SEIWR AND STORM DRAIN! (619)438.7753 CARLSBAD MUNICIPAL WATER DISTRICT 16191438-3367 *SAN DIEGUITO WATER DISTRICT 16191753-1145 *LEUCADIA COUNTY WATER DISTRICT (619)753-0155 VALLECITOS WATER DISTRICT (619)744-0460 *OLIVENHAIN WATER DISTRICT 16191753.6466 *BUENA SANITATION DISTRICT (6191565-5657 * AS APPROPRIATE APPROXIMATE LOCATION OF SOUNDWALL (SEE LANDSCAPE PLAN) SUPER ELEVATION STA. 255+71.32 TO 267+95.00 NOT TO SCALE 10' 20' 5.5' I SIDEWALK 1 4" A.C. PVM'T TYP GI 25- 77,9777 A.B.(CL II) MIN.. 6-7 TYPICAL STREET SECTION APROVLQ /FOR WATER ONLY LLOYHUBBS,CITYENGINEER PA'rE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: B.H.A. ADDRESS: 5115 AVENIDA ENCINAS STE. L CITY, ST.: CARLSBAD. CA. TELEPHONE: 116191 931-8700 BY: Zr, k4o6 wo-z-DATE: ________________ RONALD L. HOLLOWAY P.E. NO.: R.C.E. 29271 EXPIRATION DATE: 3-3195 Ife RONALD L. CO HOLLOWAY NO. 29271 EXP. 3-31-95 'IN civit. OF C 4" PCCS1eEWKi! (0-7) 9-19 27 .. -. R= *• - T.i.= 5.0 ROUGH GRADE LINED bk& Onc. LAND PLANNING. CIVIL ENGINEERING. SURVEYING CASSIA ROAD (PUBLIC) STA. 10+95.00 TO STA. 14+49.29 NOT TO SCALE 5115 AVENIDA ENCINAS SUITE "L CARLSBAD. CALIFORNIA 92008-4387 (619) 931-8700 loll CMV*V 93-503 in K2-1 zv v- I' nIP, o 1 -'----oh. Ln . I (l)'QO 2F.:' - (0 0) (fl (,J () In rn C0fl > I --,1r < r' P1 Z 0> ~ = Q —4>—I -I — I ZOO C-) —I F1 rri . 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I.I.I....I.... Iml .. .......... 1 I c+ FHP! El liIlI II L2 IFPIEJ t'rH ---- -H- -_ I ----4-f H H1HH1 — I - II llflIlP E ETiiiEE El 'I I IIT TEM IA PR E E.I...H....I.. .II.I.H.1.;I.L SCALE: HORZ. 1"=40' VERT. 1"=8' I_iI_IIIII I4_1_I I I IIILII- IIIII III IItI 1i 1H'H-H II III III IIII II _00I:4 _.00ii z 0 1 I I IIO I I I I 01+30b0 I I I I IIL1IH tiI'ijI IiI to - IL:L zo IiI'I Ii iLl I1liI3iIL -i-- — 1 01 1 i ns H — I - — — 1 fl1 310 — fl — — GFAoEoc 1-1 300 290 T I 290 I I...H.H.I.l.ii.11.I E.H.i.....I.....i' SEE SHT 6 OLEA LAP l qFF ci-1T 4 ITIII —r IH_II __ ---<H----_ VPI3O9.58 W-3O675 LJ I I 5+850 IFI1i __t I I IiTIIT i ITI 1L1I1 II:II II I III HI I OI I I I I l I T+ 11==:! i I tIIII4ILLlJ III I II1I ThI I -1H-- 10I — LLi 150 i I I I ¶ I I I I I soq --.- --.-...t--cn - - --- --• IIl IIIiI:± I1ILjI!IlLII iliil IIIL II 141 III I I1ItIILII - - I - III I I II I I I I —HH __ I _L — .......... .1 ......I ......i(/ ......................................................... . .. :. 3 WATERLINE DATA (PUBLIC) NO. BRG. OR DELTA RADIUS LENGTH REMARKS -_731'l( 495.00 21.78' 8' PVC - CL- 150 N 8732'21* w - 278.00 8' PVC - CL- 150 13 N 89'3221 W - 273.74 8' - Cl-iso lu N 4T28'02'E - (PVc - cl-iso 36.57 1V13'29" 505.00 98.93 1 8' PVC - CL- 150 CENTERLINEDATA NO. BRG. OR DELTA RADIUS LENGTH REMARKS -1543'29 500.00' 137.25' N 8932'21" W - 288.00' N 8r32'21M w - 260.15' —83'04'04 37.00' 53.64' (5)A =9'09'51 500.00' 79.97' /1/ I 17:1 I 98.60 5'/RT I )+04.86 / ST. 90 PJ END 0 1 TI4RUTffIOCK #1/ - 2.19' LT ST. 8 PJ 45 BEND ( .41-34'52") 'VI - SflA' PT 8 PJ 45• BEND '=42'59'37) b)k& Onco LAND PLANNING. CIVIL ENGINEERING. SURVEYING SCALE: 1" = 40' 40 0 40 80 120 GRAPHIC SCALE - FEET "AS BUILT" P.E. EXP. 3///99 DATE REVIEWED BY: INSPECTOR DATE R/w PROJECT BOUNDARY L-1 STA 1+00 NICOUA DRIVE CASSIAROAD (PUBLJC)\ —CURB FACE - -------- cq —EXIST. 18" STEEL — — — — — — — — — — WATERUNE —-------BK. DOC. NO. 146502 REC: 7-21-58 7174, PAGE 283 TOBRIA TERRACE (WEST) & TOBRIA TERRACE (EAST) (STA 0+00 — STA 3+15) (STA 0+00 — STA 3+98.60) (PRWATE STREET) (PRWATE STREET) n3 SHEET OF CARlSBAD SHEETS ENGINEERING DEPARTMENT 1 19 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CALIFORNIA 92008-4387 (619) 931-8700 -/-L7 RONALD L. HOL OWAY DATE RCE 29271 EXP. 3-31-95 IROVT PIA) TOBRIA TERRACE PUBLIC POTABLE WATER SYSTEM STA. 0+00.00 TO STA. 3+150b WEST STA. 0+00.00 TO STA. 3+98.60 (EAST Esslo te? RONALD L. co HOLLOWAY ; NO. 29271 g EXP. 3-31-95 OF c s j.9..% f DATE I INITIAL ENGINEER OF WORK APPROVED [CITY ENGINEER P.E. 23889 EXP. 12/31 /97 DATE _________ FD BBY : Y: G.L. [ _ DATE I PROJECT NO. II DRAWING NO.1 REVISION DESCRIPTION LLO - 7-iS-qi _ INIAL DATE INITIAL CHKD OThER APPROVAL CITY APPROVAL I RVWD BY: ¼I I PD 431 33806 662-UI.DWG J1.113-0662-400 DATE CMWD 93-503 310 L1r — — — — — — — — 50 VC VPI= 293.22 LLLLL I.. N ""i"".. .5'TO H 290 I 1iU!Ii1I IlIWRPU IUUUUUUU 'I1Uk1 IIIltLFII I-wII1t r&ni irni jff IIIII— iiiiiiiiuui i.R....... IIV I..IR . I -II11ii U--- i EJiiiiUUUUUUUUUUU uiIinhiiMuiiuii n. I FiIUUURRRUUUUURU ri" 0 -WAE KNI O-TLj_LL AMNOI BEFOREIN$TALLAfl0i1 REAL' THE cF I - XI TING -1 1A1ERUNt I EXIS11N UTflU11E$ IEXPOSED 1ND A4D011ER LOCAIEDLI S-IA L BE I. - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - -------I--------1- - 12___J___ - E E _ E IL i Li IL LI _ LI I — I I - —i—t-- — ••••••••••••1 - — — -+- ---- _i_ - ----'- HH_H_ H-•••••—•••••••+P- -e II_i_1I At - _i' - —I•_ H_I!]I 1 IIJI I - j ft f k'R- - - :_+ ft Hti 1 1 11tIIIIIII11'ILIifIH1 'I1' 1111111 IlIE IL 111+1111 III jI1LLI'1I IlL __ 111111 I1E1 IZI I H j-H ' -- l..........— tH -H-Hh-H--- - pttrH: i1t 1 1T1II I1I iIIlLJIi1I1IL iI OWD III:I1I;III EXIST G"DE - - 1— I - ......j. - - ..........j....._ rt.. It I . I 17 . .1 f• III ',- HHHH _ _ iHH j\1: INE 360 ob I___ 3;_ R5 - co: t' IH_HLL__1__II__ELJ EEE±L Ti'LI iiHH1L .......... ......... .......... .......... ......... .... .... .......... ......... .......... ......... ... .......... ......... .......... .......... .......... .......... .......... .......... ........... .... .......... H —L H Hil PROFILE — N SCALE: HORZ. 1"=40' VERT. 1"=8' .......... . .......... .......... .......... .......... . .......... .......... .......... .......... ......... . ............ .......... .......... . .......... .......... .......... .......... .... ......... .......... .......... ........... ....... .......... .......... .......... .......... ;L .......... ..................... .......... .......... ..................... .......... .......... .......... .......... ................................................................... ......... ..................... ...................... .......... ............................... . .......... .......... ......... .......... ..................... .......... .......... . .......... L .......... - - ----- 0 2 3 4 5 ------ ___ UUUU•UU_ U ..T. I—Ifr—. Im ISEESHT51 WATERLINE DATA (PUBLIC) NO. BRG. OR DELTA RADIUS LENGTH REMARKS N 74'49'06" W - 46.52* 8" PVC-CL-150 T57'31" 551.50 28.48' 8" PVC-CL-150 - 1 r24'37" 1684.00' 335.37' 8" PVC-CL-150 S 58'06'16!' E - 46.50' 8" PVC-CL-150 á= 1723'07' 1637.5' 353.97' 8" PVC-CL-150 N 8522'24" E - 45.13' 8" PVC-CL--150 17) S 52"56'21" E - 55.86' Jr Pvc—t—isO 1J"L± ._ CURB .. IiIIIIIII....1 ILl k \\\ \ \ \ \ \ \ _------ 4+18.79ESMT. I I \ \ \Is T'31 \ \ rTh—T STA, 0 .40 lop 04 It WAILIKUN 120 CON FIRE HYDRANT(R 40 0 40 80 1 20\ \\ \\ \ \ — 'P to tit kA j II cAS 0 CENTERLINEDATA NO. BRIG. OR DELTA RADIUS LENGTH REMARKS 1 N 74"49'06" W - 4651' Zj A =3"28'0O" 546.50' 3307' 3 t -1134'36" 167900' 33921' 4 S 5806'16" E - 4650' 5 A -3*21'OO" 500.00' 29.23' 6 a -1134'03" 1632.50' 329.59' -637'18" 1632.50' _iL_. 8 t -51 6'30" 1632.50' 150.30' 9A '=83'41'21" 50.00' 73.03' S 5756'22" E - 9.91' ________________________________ \ \< \ \ /jW -.............................. 6 STA 4+bO.4 " 1(1. WAILPQJNL/L/ / ........ ...... .........................- I \ ,\ \ \ . \ \''. c— ----I- I! \ ,-.. STA 7+4164 5' RI /r----------_ T c --l..u.L_Tm-L -CURB FACE 10+9967 571' LT GRAPHIC SCALE - FEET \\\ & T.B./ (1) J 7<JTF CONST. 8w 450 PJ BEND AND T.B. -_--- V t / -_ .- - 11+43.73 _____J GEN 5Z. [ i4 6229 ESMT STA 8+ ER EASEMENT: RESERVATION PER, A LEA T& \ \... / - . ___f 9 4i •.........::::...............................................................................................................................•...............................................................• APPROX ------ 00 \ \ 1 - R/W - GAS & 0CA11O,5 c 2- CONST A f7O1 lOj\ \ \ r 1e0'14 c—TI__-_---------------------------c -r-------------- TRIC LiNES LEPHO \ K M 2 AVA MAR5 RONALD L FACE o "AS BUILT" HO WAY 0 EXIST. Aep WATERLINE NO. 29271 EX. 16- FUEL L1NE EXP. 3-31-95 SIDEWALK 0 P. DATE P.E. 29171 EX OF Ct ------I-_J..___ = 268+56.10 "37' LT. EL CAMINO REAL. / REVIEWED BY: CONST. 16 X 8 DRY TAP CONNEC11ON - INCLUDES 16 X 16 X 8 2" Li \ — - - - PJ X PJ X FL TEL.16" FL B.V., 1-8" FL X PJ G.V., "AR Z&Dmtof - 1-2" MAR, 1-2" *A" ND THRUST BLOCK INSPECTOR DATE n n IAg / J____ SHEET CITY OF CARLSBAD SHEETS ENGINEERING DEPARTMENT 19 LAND PLANNING, CIVIL ENGINEERING, SURVEYING - _____ ____ _______________________________ OVIMIT PL&IW PO EAST 5115 AVENIDA ENCINAS TOBRIA TERRACE I'I I I' IP1A ri r iAIA -r i C%J 1I1 SUITE "L" RONALD L. HOLLOWAY DATE RICE 29271 EXP. 3-31-95 CARLSBAD, CALIFORNIA 92008-4387 (619) 931-8700 WATERLINE "E" & TOBRJA TERRACE (EAST) (STA 0+04.86 - STA 4+60.45) (STA 7+47.64 - STA 12+00.50) STA. 0+04.36 TO STA. 4+60.45 i u STA. 7+47.64 T STA 12+00.50 APPROVED _ _ _ — 7—i DATE u--p I DWN BY: G.L. I I PRWECT NO. I DRAWING NO 1 INITIAL rUDLIL rul/\DLE.. VYt\lLr\ JILIV1 I CITY ENGINEER P.E. 23889 EXP. 12/31/97 LLOYD HUb DATE INITIAL DATE INITIAL DATE CHKD BY: ENGINEER OF wornj REVISION DESCRIPTION omo wovA1. crw *J''ic RVWD BY: PD 431 338-06 662-U2.OWG JN 113-0662-400 DATE:-/-9 CMWD 93-503 \ _ I _ _ _ _ — mr __ __ -nj- —T 0 O..f8OOO__J_ ----F — - -----t-- ---- --- I ---- — I—L __ Li_ _u 1_[__L __ _1_ i_L'_ -i_I_I _i_L _L — ___ i ___________ I I __'__ —____ _______ J.............. I ________ __t_T__1_ C4 8Li 40'VC ____ ____ —j____ ____ I I "ii! .4_I __ ri I t()i [ \1'"2953O I j I ''1F'!294fl I [ _____ I _____ Ji -1 -- -- — O-2FOOOO- ri —t — — --y H—p -H—i lie) 31JI ___ 0 ___ ____ — iii j — -___ _H__ _L _L [I ~b -- !I_ _i__ Nt_l_IJ__ _J_J_ — __+_ i__ J!?1 _I_'_I4o __i_j_ —I— I f( ZIIi4 1 1d)C1t1.) I I I 0 0 Ia I 0 I 1i::: LL I I wI<OON I,_.*_.c1 00 ool 0 i vi 1Zc'i I:303 IiH%ma _±j_I I i 117 øLLH11 TtEEiE :~~I 4 I __J;!__t EJciSTGRADt I I I j+ I Ic — ___j_LHHL&J ___ _L L to .. I iiiiiiiiiiii ___ _'_L ________ I :1..:. ] ______ ____ F1NISII GRA1E 4, I IF i tt± _ _ _ .. _3' . : I : 5 i : I I I I 8W PVC 1-1 ' — I I ....L...-•••i•••••'1•••' I 12'' 7 I ___ — 1_._ — — _________- ___I — ___ 4- .I_____________i ______.____I —I---------.--. I________ ____ 1....._L_ I I I I .-- I I __________ __________ _________ : . , : I w I 8" PVCrOjO.5O%_ I 119__ IiI 7 8$\f,05O%} — -- I--- 1 - - — —_____ - - — —* _____ — —1—*— — — .— __ — _____ 10 '- '- I ~L io Ii . . : . I ; N C4 *-**-*[**** : I Zo I I 1j ___ ___: ~ I i .... ; mb.-L ___ 0 _______ — ____ I_I tIIrII: I :ILI!!iLIII ____ IIIf : ___ ___ -- I ______ ___ _____ — ]rTr II[ Ii ___Tf ' — I I h - I I — -- --__ — Iii LATERAL STA 4+22.21/26.0' Li NICOLIA DR. REC. BLDG. STA O+OOUNE "Cr PUBUC SEWER ESMT 0+00 CL OLEA LANE —11~ — / '. —... L . I - . ~ - ;j . 4 ~: * ~ , — i'---~ 0 I -U z — — — — — — — P — — — — — — — — — rI — — ii _I_____ __ — — ij i II . — — — — — — — a __ —__ LJ--__ I _I_3 ----I ______ I_-. —_p'____1 ______ __ I I ILI Il ItE Il lI I- II r ILLILI - 1T11 I ____------ - ILL 111 1111± ILi, ----- --------- 1I I 1iII!. I1t1 I IhflLI I I I I I I I I I - - - $ - i of ; I ; ~ 0 : — — L_HL --'-i L_J_ — I — — ----b--i- -- - - - - --i — — I - - - ---------- ----------- - -- ---------- ------ --- ----------- ........ 16 .. .......... . ......... .......... .......... 4 .......... ; ......... 4 .......... i ....... .,,,.a I 4 ...... ~ .......... .......... 1 ........... I .......... ~Vp~ . ; . ..... i .......... i .......... .......... IL i " I I , 2 1 ~ 1 ~ i IJI . H :111 -- -H . ~ I : , a : : : ! : : I I : ! w ! I I _ . I I ~ _ ! : I i : Z, I I ~ ~ ~ 1* ! i / ! : I ! I ! ii __ _ r i m I ; . i t.f ____ — g_! i 1 I -- — — — _I_ _I ___ — 1 —1— _i_i_ — i_i_ — 1_ — ____ — L_1_ — — — — I I _j_ — — __ — ____ r I Ii I ~.i 29O I I I o —_w t _______ — u') -F --I 4 4_ crn , E I I :' L_,i_ _i __ __L_ H — _4...i_ _______ G — — I •---------- - — _--+ I I ft__1_ T111 4. 43 9 4i_ -H--ff1 I Ht T tj ______ I ___ i ~ I I_ _______ — — ____ t.r ICON __I J I ____ II 'I — I I LjJ H I1 _I_ — — ____ I I j I _____ J jji_107%I I I I I ____ ____ I I ____ Qg,4_•FvCct00% I I 1111 ---_—__—.-.--• — t-r1 — I' - I — — I '• - I I Lto __ — — — ____ — -- if J~ I :1%~ ! I : I ! I I I - ~ ! —I I tI J..35L — ______ _____-- I _t__ _.._IO I ... — 1 _.L._.i____._ C4 i ; ; . A~. — I ILLJ I I I 00 I I : ! i - CL i ; : I i I: ! 1 1 210 _______ _______ _______ I .II I _1_i_i..............1...........IJ........ I ...L......7Q I . ; _u 1_L _______ 12587 ___ !I — 1 I ( ! — 4 — I III I 1 — IH 1 I I I j 12~ I 11 ~ I___4j j OH I fl W - ________ HI--—'--T — — I ________ ri ft..r.r.r. .— ..L...—.H...H.ill-..I...IH If I............p....t —.H........H Ii I Hit I!I —I --- J_I I — ___ H i IiH I 4 I -_I_1_ __ I I _I ____ I - . I I I I - I I I J — I I I — — — II * I i : i . : I . o I . r- . I ~ ~ i H- I : : : :HflTL J' I :! : [ I I_ 2'O 1-1 I T I : . . ! ; : — 1 : . Ii l t : ~ — H t I_t '—H —t —i—f — — H- --f-1 -4--H — — — ___ — __I_1H I CM F I-11R7 1 "=4fl' — 5+32.I I— 0 ANGLE !f l" sip ` (b N 9 In 'n. .-:-- WATERLINE DATA (PUBLIC) NO. BRG. OR DELTA RADIUS LENGTH REMARKS S 86"38'28" W - 110.12' 8" PVC - CL-150 () = 1539'24" 1605.00' 438.58' 8" PVC - CL-150 _____ N 8926'14" W — 234.62' 8" PVC - CL- iSO () N 5154'14" W — 42.14' 8" PVC — CL- 150 5UALL: 1 = 4U 40 0 40 80 120 GRAPHIC SCALE - FEET z I 0 B 0 0 - .. -- -- - -_ / ,,r~ - " .. .." i STA 0+55. /SEWERUN Cr __________ I . :1 .., - - I. 1 \.*- -- . I . -=!! ..................... ; : ,...::: ...... .... . . : * * """ .I..... 57) - , mcd0"' ... . . -~l ----L= .... : ... . I SEE SHT 6 : . 4. .. Ln : - -- -u- ... **"**"* ..... *-* ...... --, " - - - - ...W- .4% ... ..... ............................................... ............... ..... ; .................................... -u .... I I - - - 1 5- 11 \ ` —- STA 0+70.45 p13.5' LT. OLEA LN ç .2 S r 6 LATERAL O BACK OFCURB _- .• .. — - ____ — +" U'. •- \cP BLDG. #19 . - — .. S1'A 3+3560 5 LT 1+1739 EC OLEA LANE pj. NO 9 Z.55 '\ g, '' .. I RECBt- I STA 1+25.92 SEWERLINE "D" A \.. 1i 14i !i. N8 5' LT 0 . I1__T__1 ti1 I I @ STA 5+68 SEWERLINEDATA_(PUBLIC) ___ NO. BRG.ORDELTA RADIUS LENGTH REMARKS S 6052'29"E — 125.92' 8" PVC SEWERLINE N2836' 10"E - 235.00' 8" PVC SEWERLINE S20'44'46"W - 199.87' 8" PVC SEWERLINE 4 S8926' 14"E i — 128.37' 1 8" PVC SEWERLINE AL UTILITY & ACCESS ENT RESERVATION 0 - ..J - Ln D z m C) 11 0 z \ \ IIr& \ — \ 1JI. CENTERLINEDATA NO. BRG.ORDELTA RADIUS LENGTH REMARKS %_86'38'28"E - 74.59' () L =54'29'19" 45.00' 42.80' (J A=14'51'54" 1600.00' 415.11' S8926'14"E - 254.49' L=3T32'OO" 41.40' 27.12' (') S515414H_E I — 12.00 I t? RONALD L c#, HOLLOWAY NO. 29271 g EXP. 3-31-95 IV :; in. b k & O n e a LAND PLANNING, CIVIL ENGINEERING. SURVEYING ----- ......... .... ............... . ................... ..... .............. ...................... ..... .................................... . : - :..... 5 ..... I ..................... .. : . TOBRIA TERRACE (T) 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CALIFORNIA 92008-4387 (619) 931-8700 Id'—.-_ttf1' ________ RONALD L. HOLLOWAY DATE RCE 29271 EXP. 3-31-95 I.... / ;' ( THRUST BLOCK ' #1W' \ I-9+18.95." 5' LT JLCONST. r FL TEE 3-8W )...--- FLXPJGV'SAt4DTB 4 STA 7+84.51 /,.. co FH (RUN-34.5') .... 6 I SEESHT4I 3 OLEA LANE & SEWERLINE "D" ___ (STA 0-10.04 — STA 8+35.54) (STA 0+00 — STA 1+25.92)7 CIA _ (PRiVATE STRIET) ++O TE INAL 000)1- ENGINEER OF WOF REVISION DESCRIPTION "AS BUILT" P- /9&t,.7' 2-29-94 1 P.E. 2927/ EXP. _______ DATE REVIEWED BY: INSPECTOR DATE SHEET CITY OF CARISBiO SHEETS 5 ENGINEERING DEPARTMENT 19 (A I ovirr PLM FOR - T ~-) OLEA LN. & PUBLIC SEWERLINE "D"~, PUBLIC POTABLE WATER SYSTEM — STA. 0+10.04 TO 8+35.54 _____ STA. 0+00.00 TO 1+25.92 ___ APPROVED _ )A,,~ ~ C c_— 744C" EWYN'IER P.r._23889_EXP._12/31/97 DATE I INITIAL DATE IN11AL CHKDBY:FJ3 I PROJECT NO. DRAWING NO. OThER APPROVAL cm frPPRWA1. RVWD BY: _'Kfjj PD 31 338-06 . - ; ~6 662—U3.DWG i4 113-0662-400 DATE: e-13-95 CMWD 93-503 . -. _•n. .>..- -J'_•.. ,.. ., ......*.. - 0 co ID 0 OD z I 0 I- 0 m0 0 33 -o m C z C -. CO 0 Ln - 'i C) 0 33 r. -u z 0 I- 0 (_) t0 00 13 Iai 0_ z C) I- -n 0 z ( A - SEE SHT 81 = = UA — — — — — — — — — — — — — — -. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I /PI 28.b.84 0 1-f2716 I I Lj 04 1 CO EE E E _rrH H+ ThTII ILI IiIHIII 1L ! Ift E ow E$EE __ _It ti! HHI Iii11 I ItH:iiI 1 I i:IHItt I I Liq -I T H . 1 I 2 I I I I I .......... H [ I — I — — ci1t -- _______ -' --I• i— _______ — f —r— — — — — °._ - - 1•• —s - — —I ---- 2901 200 . C4 1 00 PIF - 50 'TOP vr Ad Lai I I I I I I Ik' i ur- La- II Ii I I I! 20' H 1111 h iHH I MIN. E:xIsTGRADE 'I 1 2.7H H I 2,70 H Ii I I I I I 1165. I I I EXSIGIPIE I I I I I I 17.02'' Pvco5o%I I I I I I t I I I I I N 1 c.,l I I c 'i\ I I z I - 1 C1 I I (1 ç'i (0 (Or I I I 260 j I I I I I.LI I I I I 260 . I 260 I I - Ix alio I I I i I I Ii I I1II! I La I 260 250 250 PROFILE - I I II 11 II lip,s::IAII....E Ii ! I p:I..1 (wEsIII)u u II !II I I I I I I I I I I I I I I MOOT I I I I 1il j iII I I I Ilil I il iII'II ii: 4 I i i I1 -r II II It' 0 0 co 3 1 1 0 WATERLINE DATA (PUBLIC) To. BRG. OR DELTA RADIUS LENGTH REMARKS () N 6955'24" E — 14.64' 8" PVC — CL-150 = 1 ,V21 '47" 225.00' 56.40' 8" PVC - CL-150 A = 3904'24" 255.00' 169.45' 8" PVC — CL- 150 4 N 8041'41" E — 56.83' 8 PVC — CL- 150 * USE 10' LENGTHS WITH DEFLEC. COUPLINGS THROUGHOUT CURVES SEWERLINE DATA (PUBLIC) NO. - BRG. OR DELTA RADIUS LENGTH REMARKS 1 N 62'05'47" E — 156.28' 8 PVC SEWERUNE N 80`41 '41" E — 168.05' 8" PVC SEWERUNE N 02'16'22" E — 132.02' 8" PVC SEWERLINE Gu ® SIDEWALK SIDEWALK ® 20 I.' GENERAL UTILITY & ACCESS EASEMENT RESERVATION 0+00 STA 1+87.30 A.H.1 SEWERLI STA 1+3 TIUA PL WEST) CENTERLINE DATA NO. BRG. OR DELTA RADIUS LENGTH REMARKS (D N 80r41'40" E - 264.41' () = 3728'25" 250.00' 163.51' L =19'43'27" 75.00' 25.82' L =3Y29'15' 75.00' 43.84' () N 56'59'04" E - 20.00' 0 I SCALE: 1" = 40' 40 0 40 80 120 GRAPHIC SCALE - FEET LTUii622 5+17.58 CL CL. 0 CURB FACE " ~"L JAI £r-- PLACE (Wj±ih—_. 2+5317. s - - — - - - GENERAL UTILITY & ACCESS EASEMENT RESERVATION PEI <I! U*1U.09 19.92' LT TILIA PL. (WEST) = 5+23.94 10' LT. NICOUA DR. CONST. 8" FL CROSS, 2-8" FL X PJ GV'S, 1-8 "X6" FL REDUCER, 1-6" FL GV, 22 1/2' FL BEND, 1-6" 11 1/4' FL X PJ BEND AND THRUST BLOCK EC WA - 31' LT. BLDG.#1O 7 •\ •\...................................................................i. 0+89.66 CL /1 \ \s1A 2+53.17 11UA P1. (WE / \ EC CL 11UA PL (WEST)PCC \ 0+87.16 5.0 \ \ STA 2+58.17 - 31' LT PRC WATERLINE LATERAL 6" 5) BLDG.#11 I SEE SHT 6 I bU=n 8 Onc. 00011 ,1111111111, LAND PLANNING. CIVIL ENGINEERING, SURVEYING ,SSf 5115 AVENIDA ENCINAS 7#RONALD L SUITE "L" HOLLOWAY CARLSBAD, CALIFORNIA 92008-4387 i( ' NO. 29271 1 (619) 931-8700 tR \*\ 3-31--95 CIVIL op au-0 RONALD L. HO AY DATE RCE 29271 EXP. 3-31-95 "AS BUILT" 7Z- h4€tiar 2-29 -9 P.E. 2 2i' EXP. 3/1,'/9 DATE REVIEWED BY: INSPECTOR DATE STA 3+10.00 8" PJ X FL 90 BEND, 8' X 6" FL REDUCER AND THRUST BLOCK CITY OF CARlSBAD II SHEETS I 7 ENGINEERING DEPARTMENT 19 TILIA PLACE (WEST) & SEWERLINE "C' (STA 0+10.69 — STA 3+25.99) (STA 0+00 — STA 1+32.04) (PRIVATE i'zET) ROVIT PWU Polk TILIA PL. (w) & PUBLIC SEWERLINE "C" PUBLIC POTABLE WATER SYSTEM STA. 0+10.69 TO 3+25.99 STA. 0+00.00 TO 1+32.04 APPROVED LLOYD HU B9 EXP. 12/31/97 DATE PROJECT NO. DRAWING NO PD 431 338-06 REVISION DESCRIPTION DATE IMITI& DATE IWIT LQL CHKDBY: F4' OilIER APPROVAL M APPRCWAI RVWD BY: CMWD 93-503 662—U5.DWG JN 113-0662-400 DATh 2-/3-95 :'2 ____ ____ ____ -- ---- - ____ - ___________ ____ ____ I • I I __ I I -: I i - i - I _ —r-- * ___ 1 • I __iiiiiiiii i -iiI.iii-ii 8_-______--____ _L____________i____________1_____J_ VP83 I ! : i I I I . ~ I :. I . -t' I I I I i ~ 6 1 ! 44- 1 1 : ' i ; i A_ : ~ ffij I - ~ - I ~ 0- ~ ~ : I I ~ , I . i j I I ~ . " ii I i I ~ SIEWER-q-QTF ; I i . M 3:-I~ : I I : I I i : ' . , * 2 I 1 : i . ........... . i I .......... I . ~ N m + W) ......I ...... .......... =- .... " ' A I ..... ---- , ... * : " .... .. '* ...... '~ ' .... ...... 9.10 ....... .......... I .......... .! ......... i .......... ... . .... I ... .... .. 0. $ :o. 0 1 , I I ~ : ! . : . I ! i( I I . : I I i ; 3-5~ L . I I I i I ; ~ 1 1 1 ~ : ! -7 Tr~ -f: I I I : ~ : i I I . _r . I , 1 -r : : I : ; - i i . : i i 1 1 1 1 1 ~ I - i l ~ ; t I I ~ I " ( rn 5Q 0" ~ 1 4\ 1 ul I I . I ~ I 111~' I — xill 111. 1( / I A % I _____ - CL 150 -i- -- -I- _ -H -- -- t_ HI —H -- - —I— _1__ -- - - _i --t —t — H-1- I I —1 _i_ 10 - - - 50 r i ~' I I r I 4`6_1 ~"' ~11'~~ I _________ L P I1H Cr VLe40z —H--- - - _i__I_•___ ----- *1-i- -- __L_.._L_._1 H- - L ...•... -ri- •- - - _i_ 0P - - 1- 1 - H—r — - 'H - - --- - - - - - I Hm - -- E1ST,GRADt,I I°. ....... ! ......... .......... .......... i .......... i ...... .......... I ......... ? .......... ... . ......... I .......... I .......... ..... . ......... : .......... 1 .......... ~. - ................................. L .......... ; ........... I ......... t ......... ~ .......... ; . . .. t .... I I '!'_ h' ° I I t I I I I I 1'' C1 I I I I I I 0' E)CISTGROIJNDO I 16' 240 -t— I - I ____________________________________________________________ 11tiI 1 240 20 I _________________ 1. 1 2701 I I I I I j I ii C%Jb)N I 11 I I I I I I. 23.55''' 5W PVC 010.0v i I ! I ___ 'I 1 II I ____ I J cm"T 1 '31~H I v- I f 7- -- ____ I I I f I I -5ft !__. I IUA I I 230 1 1 1 'I' 1 N I 230 20 ('iIVAT11S E 260 III I i i I hI I '''i i'!!f * I I I I ____________ ________________________ I I I I I I I I I I --r i ' ... "a A .1 _________ I I :: I I; I I. I I I i I ! i : ,! 1 it: ~ :PROFILE : i ~ : 1 i i I : I i tm 4~4- S —it WERLINE—F : I .1 ! 1 :1 I . . 1 I . 1 i i : : I I ' : i flI I III I - I I : : ' __________ : : I : ..: :: i ! i 1 : :: I I :: I. . : ~ I : I 1 ! : I ~ , I I ! : . I I I ~ I I 1 I I I I II II 1 1 1 i i . . ~ i I Ii : ! ~ ! : ! ! : I I i I 1 1 ~ ~ I : 11 ~ ; I : : —r I 1.1; I I I I I : i : I S141I__E I-I ORZ 1 "= i-C)'a I I II I' I I I 1E:II1=8 I H I Hi iI'I I H I II HI 1' ii HHH Ii IHHHHHH 1111 111 1. ii HHH i I IHIIHHIiIHI ii _____________ I I I I I I I I I I I I I I I I I I - I , I I I. I I I I i J I J I I I I I I - j I I I I I I I 1 0 0 1 3 2 1 0 WATERLINE DATA_(PUBLIC) ___ NO. BRG. OR DELTA RADIUS LENGTH REMARKS () S 1148'53" W - 10.00' 8" PVC - CL- 150 S (73353 W - 62.42' 8" PVC - CL-150 () N 60*55'24 E - 14.72'1 6 PVC - CL-150 1O'12'13" 1 1295.00' 1 230.62' 1 6 PVC - CL-150 CENTERLINE DATA NO. BRG. OR DELTA RADIUS LENGTH REMARKS () N 0'33'53" E - 93.50' C) N O'33'53" E - 93.50' __ N 56"59'04" E - 20.00' SEWERLINE "A" & "F "DATA (PUBLIC) NO. BRG. OR DELTA L RADIUS -LENGTH-.,---')REMARKS <!> 11414 fL PVC SEWERLINE 8r21 '19" -I*bO'[ 31.20' 43' 8" PVC SEWERLINE &.T)j 161 .75'/O 9' PVC SEWERLINE <4> N 033'53" W - '8.55' 8" PVC SEWERLINE N 033'53" W — 76.00' 8 PVC SEWERLINE F & 2-2 WS (DETAIL A ::1:. ® () =30'04'58" 136.84' 71.85' L=1356'57' _1300.00' 316.50' / ( iw Th OF/k 44 SEESHT6i/i// A . EXISTING 20' PUBLIC 5 ..j ' 's / / GENERAL UTILITY & ACCESS SEWER EASEMENT TO THE 0 4 '9467—% . .. I EASEMENT RESERVATION PER tjj VALLECITOS WATER DISTRICT $'5 p ., / s'° 'ii i. ..•• 20' SEWER ESMT. \ __ PER DOC NO ________ cj 4/ STA 1+04.88 REC _____ .7' .... ... @ ..... -0.75 bmc- , 1 ::: .. : %111 F1RE HYDRANT 2! . .. .. ... t.; in 1% III cidi, -, .. ... " .' .*.* - . A -- ' . \ ; .. .. .. .. --1 .-,- ; : ~ : LATERAL 6" % C=A / SEWERLI ... . .. . .. : . . : /'~* / -~? .... I.. \ b*iIIIIIIIIIIIIIIIIIIIIIIIIIII - ... : a... "..... ~ .. V .. . :; ~~ ~ ........... .. - -*! .. ...... ..~ .... -------'- ~ ~ ~ - - ..-.. - - - . ............ : - : : L.r . .......... ........................................... ) . . \2 N'-.'f2TT \ \ ) \ 1 r .. .." : : ~~ U - - : -. :; \--~ \ '4-'\T I 'i ?" L \-i\ I I flLQ1 R _ c IT 1 fl — — — _\ SCALE 1 = 40 \-cSTA2+3572(UNE" F" ) / ..... R~ ..... --' 1) ~~ pi V~- 40 0 40 80 120 STA 0+80 5' Lt i " I \\ p — . A.H rO 3 L - 8+8666 5' RT NICOLIA DR / / 7 -{4i - — — — — — — I CONST $' 90' PJ X F'L \\.. // - \ -' '\ kH NO 4 /' / Y F k 2 — — GRAPHIC SCALE - FEET BEND& X Cr FLREDUCt ; 41:j! . / \ O+O77.' 695' LT " \\ \, / / / - -74- -------..X-------.-- — __ 6. _iui:t AND iHRUST BLOCK '. .. ... STA 0+51 \ \\ - 8+72165 7,77' LT \ / J' 0+91 95 (j) 12F go" BEND AND Th - ...- . ... .. I \ StA 0+1758 " 5' LT ----_-_ \( .- __ CL PCC ... I ................................................ !" - SCALE 1" = 40 -7r PJ: 1 1 1 J4* BMD, 1 -T PL X PJ GV, : '12 AMAIDW6D. . 0+64".... : .. .. ............ % . ... "AS BUILT" CONST 8" X FL TEE, 1_8w ft It . 40 0 40 80 GRAPHIC SCALE - FEET NI, q) - - : : : % 5VX7Z/,e6 5W,KA7a6D4 : ...... - \\ Lc1WP/?eTED 1111711 4AJD ITITT TA PLACE(EAST) T A 1T1 /T1 A csm GENERAL UTILITY & ACCESS P E 29th1 EXP 3/3//99 DATE j LA kLA ij EASEMENT RESERVATION PER _______ (STA 0-10.69 — STA 2+35.00) REViEWED BY fl fl ISEF SHT RI WA'FWPT 1MW ".1 " Sk'WWRT_1MW "A" ( PRIVATE STREET ) 24 le, 2)LH]A8 0nc0 LAND PLANNING. CIVIL ENGINEERING. SURVEYING I I T £ & (STA 0+07.78 — STA 0+80.00) (STA 0+00 — STA 2+35.72) INSPECTOR DATE SHEET CITY OF CARLSBAD SHEE 8 ENGINEERING DEPARTMENT 1 9 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CALIFORNIA 92008-4387 (619) 931-8700 RONALD L. HOLLOWAY DATE RCE 29271 EXP. 3-31-95 çpYESSIox RONALD L. lett co HOLLOWAY ' NO. 29271 11 22 EXP. 3-31-95 I 4~14* I Civ OF cpV J 14 __________ 2-29-9k €JI I14JIt73 _____ 2- Z9 -% /21/ A\ A(/L73 b'/ k7 DAf67 DATE INlIW.. it iNAL 1E INAL ENGINEER OF wom< REVISION DESCRIPTION omi pp,ov crr AppRovAl. PRO7IT PW 10k I WATERLINE "J " I I PUBLIC POTABLE WAIE SYTEJA I PUBLIC SEWERLINE A' & F STA. 0+07.78 TO STA. 0+80,00 I STA 00+00. TO 2+30.00 J APPROVED 7-184c] LLOYD HUB DATE 1 I CITY ENGINEER P.E. 23889 EXP. 12/31/97 I DWN BY: G.L. 1 I PROJECT NO. DRAWING NO.l ICHKD BY: i3i IRVWD BY: PD 431 338-06 I (0 f-n Q id 0 CD ' ± - z 0 II II II II II II II II II >z zcc:w II II II - II II It II II II (Q .OD -(.flO)-- IQ QN Q qc0 OD QQ co 0 (A 0ONJOciuiNJ oc qc. P C) - Q(. CflU1 O_ . oc2 g8 - (0 cn NJ L4 ISJ P9 L4 NJ(,ir H :t> co COO)C) c1t ct at 000 - 0) ?2 2 2222 wwww > wwwww-<-<-<-<_4 71 : 'I _IWW a WWWW 11111 m III III IC) NJNJNJ NJNJNJNJ NJ c-fl c-fl 255+71.32 2-9 RT. r'f4_1.9 - 4 ATVE SOIL C) ? mQ1 m co - 1. -NJ -(0 ti Ek L. \ 1eLvAA tooiri , Z (59+59.1i 0 ,III 29.+97.6 EL cAMII 10+00.00 "A" SREE 260+36.49 -'\ 5.86' I - DWG. DS-7 TO EX. PVM'T CD rn 260+8258 : 9.00' I 0) pr' rn z , z > sØ,Ø m rn rI 70 t,. 014 rc ~--y 9 .1 . 1• 1 rnD0 zI Oco Z tTi OD OD -a > NJ CD + 0 --4 (,1 >-,••. -4 c 3 -A n. - - - - 11 - - - ____________ __________________ ___________ ---.------- - - _) I....I ....... .......... - ........ - L 1 I ---..-.-..-.-.-. ........ .. (C 255+71-32-- I (_)I___---.---'---------- . ......... ........... .- .......... 1I..III_III.I _...........ii..ii.....':... ..-.--,... __ _ ...................... __ _-- . .......... ..................... .j .... ................. ---- 1 4.. .43)...... _ _ .......... z,.-I------..- --- --- ._ .- ---ifj - -- - - ..... ......... ..................... .. ................. ... .......... ........... IT -..---- ii ...Li!cJ2 .40 --I---.- 32 - 1+89Z Of L W TII ii --2 LS44) E ..J T (4J# 325.48 - -\256+00-- GIN 6-1 326-48 MEDAN-: ' . . I TIII 22;&772 T TO ... 6 '4 IT Ii II 111 - ------ -.---- ''JtTH _._JI 257+Q 9.O'L I = --- IIIjTIII :. - .. - ..'LT... __ __ . - J.4t3Q3 1-b' 1 ---------k- I1I LI. T - -- - 1 t------.----.........--.............. IILI1II; BE j6BM --- . I _-25.50 I (1 -....----p-- - ---..- I.....5+00 0 . - (CL c3244 C 325O9 3238I7) Ij:IT ---- 1 j - - . -- I-- 1 1 ti:: 2d8+00 324.1 325.7 __1g.0' - --------...............-. L.24V- ---I-- ....-- III II ---H ----------1 10' IT -.-... -------___.- TB32- .LI. ..... ..... ... -. 771 258+87.10 C .CL 23.58 322.56 32O0) .............- .J..-. TC 4.06 .0-LI.-! KRIV c..__IIB432 .6t. - - ..........----............ 17 ML - 583'PcC _ - Sol 111111 __ --.--....----- its 259 -- --.----...------ __ - - 9 9Y C E CAMI 0 REAL I -. --- ----.. -- -- 10+ 'MA" 0 -....... 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L 1 'RI .73 ----4••---.------- 1 I I. _4- . .+0 TC ----. 63+5 315. -------- I........ .__L---_-----i------- -co L... - ------- 232(178-O.7'LI EC ---4-. ------- -- 2400 6+5 --.--f-. 1-7 -418L - -- - ---------.--.--.._---__--.-. . .00 - RI 400 -- 26+0 C 26+4.42 311.19 L 1 ow .44 ---- LT C 31 .9 - TC 310.9.3 8192L ------- - - --- - -1-39.10 9' RI C 6 TC 6 ----- 31 +0.3 .1 CL 4 900 3 9.14 BVC P C - -L_LLT _----_I--. - --1_ . --- ---------------------- ------- - -------------- - -- -- 8.95)1 izL---------- R------------- C309-------._-- 12-1------ 30 .9 .31---00 (CLI 3 ------------------.---J-----------..-.----- -- --1------ 1 -------AIHL ------- --------•--- --- ------ ---- ----- I-- - TI - - - --------- -- -- --------t -- --- ---------- I - -- --.------ ---•------t----- I-31---- --- eil ------------------ -----. --------- ---- - !.............I.......... 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I I :: i- --- : I : : -I : 1-9 , - : ; - , , ;s - !!- --l- - --- ___~_i__ ~- __.__._,_________ . ;*__ - - - ____ --- ---. ____ - _ __ - - -- .............. ....j ..................... ..................... ~ .......... 4 ......... ... ... I .......... ..................... ... I ..... I .......... ! ....... I .. ......... ..................... ... I ............................. .......... .......... ......... a ..... I .... .......... .......... ..................... ......... ...................... .......... ......... :...... _____ ........... -- (4 .. - -- - .- (4 .(.4 0 ... -. . -............. . . i _ .1.1 + 11'' - : I : : .. . __ __ - - __ - - - - - - 9 000i1_- 264 ."L I — ____ ____ — 1 — ~T ~ ... ... ... L '/T ..+ _____~_____________ : -24-r- j *%.., F . - 4N, __~____ A, I : 4____ "L I 1 264+07.31 I . •. 264+07 L I------....- -H--- I 7•J - P CtTh-C 3O4i T _f_ 3t2:14t — I __ II II RT 11 C 08.91 __ ___ I __ , V ~I ci - 1417 / (CL3 - -- ___ — 11111 ,I \OP 5 [_ J - ii1LI1ii/ 1 i-_____ii Ii -- ;:i.oS :Hl ." 22,OOOLJM -- ____L_ 2>41-50 -90_ILT,RT ___ _____ — . . :6450 — I 0 ) LI3O84s3/ C1136 ____-.--..-------_-_. Rc—ts--3o786---------- — -- - — 8 ~ . .11 . 1, 0 'I'll _1 : . I ~ I ;'I . ~ 5----O - 7~K - I . -. a I l.. I I "' r. : d ,ri-- : : —la C) I I I I 'I I 0 ) 0 c , I (CL 306 75) I ) I'lr -- :,, co :I .- I :1> .Cl I 'll~ ...__. :..C......._.... I ____. ______ ___ ____ 111s. 1(1 I ' '4 1 m I P _65+5 90O1.L]lL.T........ - - H: :'L . 265+55 BEGIN SUPERELEVATION I Tc 2550 I TRANSITION LT/RT rn (CL 30b 71) I I - - - -* - -- - 9 -. — I ' II I I I LT +600% RT -6 00% CJ1 I I I - --___ I I 11. I - \ 1 26:5+55 BE I4 SUFE!ELEVA o ----------- 265+ 5 1BEGIN SU E ELEVA 0 - I I TfANSITI)N.---------— - TRANSITION +6 007. I I PUBLIC S'I'REET AND PUBLIC I 7 LI1 +6 00% RT -6 Oct% I, [I I I I UTILITY ESMT RESERVATION I / 266+bO_-_0 '_LT/T .{ 2 6+00 I 44 0 %- RTITd4 -------LT TC 05. T3O77/ -- 1 . . I..... 0 1 ' I (C 3b4.78) . ----.-.--- I ..____ 264j1ECi I 1.ni .ia I II H I I I , I 1266+39__---6_75L~.I_ - - - - -- - ____, __)~~- ; r : .: 266+3715 -5300 LI - ___ 1./TYPE B- INLET PRD-2 i=i4' ________ - - I EC — _______ I I ' -------.I --------- - - I ' ' 266+39 5 - 6 75' LT L 304 94)' 26j+O - 9 0 T/RT j. - 2 6 5 I - -- - -- - - - I I CTR OF TYPE B-1' INLET I LI TO 304 77 'oSoo 1 06 i-& e I I 11 I PER SDRSD D-2, L=14' RT TI 3O411 I P I - I I -______ - III P1 In "oI' A ' 6I o --1 -Ti I- I! : ~: ~l t I --J--4--IT ]_/:LIi:IjIiTIjI .±TTTJTIL' 41T [TT .TTI -- -r ' ' I -- - - -- --- - 9.00' LT [ : , (--. .---- . )_ z SUPE ' F ~ION . : ,; - I I r 1 4 m : I % I TRA St1tOtRT -1-2:Q0% 4 / I tli I I rtI'I I ft! 71, '1 ii'l% U NCTD BUS STOP - - (. 32_57)J1L$75 -i 9 0' LT ____ ] L67+5o - 54. L_ _LI ____ - I H Ip, U!mI Iii i 'liii 7iRLINE5/5'COPAD 1 :rr tc flC F 1 t-04 v -u I. BEHIND SDWK INSTALL NCID 9 APP D BENCH (SEE BENCH LOCATION - I I I tb7 7/10-15 'r/ ____ +- ___ I _ DETAILTHISSHEET) fl I ___ ___ __ __ - __ __ -- H -.1 I:H !: '267+95 END MEDIAN. C&G --tH -HHi------1----....I 1 - BEGIN MEDIAN CURB + jL 04) f 26 ±)O tQ,LT/R — — 268-OO--55 _..4 — 916P .1 - - - ------ -T--TG -32-3 -I ----•--- - --- ----- --- --------- - --- -- - I I - 2Z,O5w/7z' -- __ __ ____ I I /p5Scr/EJD,J3 - 4— - i--- - H- ---- ------ - --- - o~4 I I R / 5iop TE4AJ/T/e9AJ j I I ' 1 - - - - - /0- 5 o £h - A1L - m tiA - I 268+6110 EL CAMIMO REAL Lt 3O5 268 ____ RT_ — -- z . 'I STD DG-14T71/2") -- a+s_NS 65NSU EV110N - I. : ... . A .ITI..LT-00%. -- _'. TR . II 11 I I °LQ_J 69+0 -900'L/RT — %'9 j - -- 268+56.10"37+/-LT. .. .. I..' .i•.......•••..._ + I TTC'O1.4 18"x8" DRY TAP..CONNECTION 44'1; I'? .. ..• .- .-_-. --- --.. - ...- T TC01.4 . ......-- . . (SEE SHEET ' .., ' - ..... I.. I - - - - - -269 44.!92I — ' RT — - - - - --- - I I ' 268+75 END SUPERLEVATION - '--JOIN EXTM DIAN CU B - - -- - - - - - I , TRANSITIONLI -200% H 269+44.92-9.00'RT .: 1! ... . 9. ILTR 26+5l9'_!9100'L ___ 269+4 .96 _____ JOIN EXIST MEDIAN CURB - I I 269+4996 - 360 [ Ji EXISJMELIANC RB -- 1OI 1ST URB - — — - - - ------ ----- — I I JOIN XIST C&G & SIDEWALK (d 3b0 5) {T 300 7) I (IC 2d9 57) I Ni ..- -... ..---- . ------- ---- --±i . . - . - F-.....-...- ..... 'H 269+592-1.90LT - 0 1~f : . ..;- : . -4 I I - ~ ____ _n 0 . 1 J 1 11'JOIN ISTflANCURB - - - - - - 11 1 rn:.' •,..,;1jJ 1 ., i-. I *1 0 CL29.9L L70+00 -9.DO'LTR 2!7O0O () f , I I + — — — — 1 j..T (JIC 300.20) .. 1(itc 9919) . I —' -- ------L--'TTC3O26) - -- - --- - - - __ F ., : - I 11 270+O0O 0 I •.. - . 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CAi,1_ I I L 'EL C MINO STS EET- J,..-..E rn rn m CD N I::? > m (I) co C Hi —t II > II Io I.,, Z - ii I I 0 > L NO II I,iiIIII I I I I I I I I I mImi I I' 'He I I I I I _n 116 ,;a) m~~ ~ / .— .... '' ____ . ., - n -/--- 0 -------------------- ..... I ...... 11-1t_ ---____: ........... ,,*' ___-., ...... __.__,____1__ I ___' - .9., _7744w4ff .~. _____ __ _. ..... - ...... I .......... _. . ~T___'_________________-' J-L. -- t I __ I -- -- I - --j-- - __ I 7'l L ,A) , I )IiJ - G4-- :llil I ---- r ] ~ .... ~ I . ___1 , . t ir4JI .(I I I ....... V) I [,~~ " c . -. __ -t- _____._JI - --- -- --- __ >11 - ._____ .-..--.-----.I _____ - _• z-' I I Iw ZO I CAJ . 0 _ I I 01 . I .+................ I 0 -.--- - 1 -- -- --- .----I._._. -__-_---i-..............--- — 20 -....- ------------f-----..-..--.------ -- .11_- ... -...---.-..............-- -1 --.....------- -..--.-.-.--.-..... ii___ --- E DiSTREE IMPROVEMENTS . >0 .. .. ..... -..L._.......... I OD I ___ I !14+4.2 PCR ___ !.._Z....-.-..- T_T.C5.34 fl ____ __ - ..-.-.T ..T.0 5.82 I _T T.Ci35.99 T.cf 3 5.83 C CO ..--- - -- —. I: - — .-. -- ---- -i.C- 53.......11 --.----.--- -.................-'--- ---....- . -..-i ........- - I I IC I I I II f..........'I ..I....1±...........1-349-4.96............ -- --H _ _ ---t- ! ----~-------r---.-.------;------ — H — + . :1_T - - t , 4 I 13ff 63 PR I ... .......... ............ .................. ....... r ..................... ......... ........... .......... .......... ..................... ...................... : .......... ......... ........... .......... . r.q.,.,A ....... .......... ..................... .....K>. ................. .. I ..................... .. I ....... ........ -- ... I ...... "" .......... , --- -,""", : : M 0 1 ....... I. I — .-- _. --- ~~ — ___ - — - ~_ - ____ -.- - - - — — - -__ __ _____ ___ __ - __ ------ --- __ --<-------- ______ ______ : : : : --] : . ~.-;----------------,------------ - — : : __7 - - ________._____.___.__ ----. F___T] ------- ----]----.:-----[----------~-------: ___~L_ :---- - I ---I 0 : : -------.-.---.- - ----- -.---. ____._______..._ ____._____- : : . . - _____ ~ - -___.___ - - [ __ - - - ~ __ - - --- - I - : ------- ___ - ---.---I-- - -.i- ________ . _______ - — --'I----------- . ____ -------- i - - : - t_t I . T: I 'i CC ,#. r Ix, u °O CC > 0 Xl IV tz.j -z -0 p + t .o. F'.) (0 C 7i IC) r1 0 11 — — .— — — — . 311I1 SIHI NO INIHd 10 1901 010IIISO4 — — — - dLO 839vqnN.kG 01:1038 VINOIflVO JNIAdI • NOLLV0dO3 aio NV-1d I + — - — — — — - 11111 SIIjI NO 1NIdd 10 3c3 NOIIISO4 — — — dVLO d38V'lflN A8 830803 VINd0d11V3 3NIAI • NOI1V80ddO3 OOH NV1d -- — — — — — . NI1 SIHI HO 1NINd1O 3901 NOUISOd — — — dVLO dNflN AB 003b INdOdflV3 3NIAdI • NOI1VdOddO3 O]OH NV-1d - B8LHNflN ONIMViO U8VJflN ONIMVUO E19LNflN ONIMVHO SIGNING AND STRIPING NOTES C I: SIGN SCHEDULE ITEM DESCRIPTION DETAIL NO. [fl SIGNAL AHEAD SYMBOL W41 [] "RIGHT LANE MUST TURN RIGHT' RiB [] NO PARKING ANY TIME R26 [] BIKE LANE SYMBOL RB! [] KEEP RIGHT SYMBOL R7 [] WARNING MARKER TYPE N-i [] "PAVEMENT ENDS" W19 [] OBJECT MARKER (RT) TYPE P [] NO U-TURN SYMBOL R34 Fl lo NO PARKING SYMBOL AND R26 & RB! BIKE LANE SYMBOL COMBINATION SIGN 0 STRIPING SCHEDULE CALTRANS CALTRANS ITEM DESCRIPTION DETAIL NO. STD. PLAN NO. (Ii) EXISTING LINES - - TO REMAIN EXISTING LINES - - TO BE REMOVED 6" WHITE 39 A20D () 6" WHITE 39A A20D () 4" WHITE 12 A20A () 8" WHITE 38 A20D (E) 4" WHITE SOLID 27B A20B EDGELINE 12" WHITE - A24E (CROSSWALK & LIMIT LINE) () 4" YELLOW 29 A20B (,) 8" WHITE 37B A20C (}) TYPE N (R) ARROW - A24A TYPE N (L) ARROW - A24A "SIGNAL AHEAD" - A24D B)BIKE - A24A&D L) LANE 4') ARROW 4" YELLOW 21 A20A THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ALL STRIPING AND SIGNING. ALL SIGNING AND STRIPING SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL, CALTRANS STANDARD SPECIFICATIONS (DATED JULY 1992), THESE PLANS AND SPECIAL PROVISIONS. ALL SIGNING AND STRIPING IS SUBJECT TO APPROVAL OF THE CITY ENGINEER OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. ALL SIGNS AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE 3M HIGH INTENSITY SHEETING OR EQUAL. EXACT LOCATION OF STRIPING AND LIMIT LINES SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND, PAVEMENT LEGENDS BY SANDBLASTING. SANDBLASTING DEBRIS SHALL BE PROMPTLY REMOVED BY CONTRACTOR. ALL PAVEMENT MARKINGS SHALL BE CALTRANS NON-METRIC STENCILS AND SHALL MATCH CITY OF CARLSBAD COMMUNITY SERVICES DEPARTMENT PAVEMENT MARKING STENCILS. CONTRACTOR SHALL VERIFY WITH CITY INSPECTOR THAT STENCILS MATCH THE CITY OF CARLSBAD PRIOR TO INSTALLING PAVEMENT MARKINGS. LIMIT LINES AND PAINTED CROSSWALKS SHALL BE FIELD LOCATED. ALL SIGNS SHALL BE STANDARD SIZE SHOWN IN CALTRANS TRAFFIC MANUAL UNLESS OTHERWISE NOTED. CONTRACTOR SHALL MAINTAIN TRAFFIC THROUGH THE CONSTRUCTION AREA AND PROVIDE ALL NECESSARY DELINEATION PER THE APPROVED TRAFFIC CONTROL PLAN. SIGNS SHALL BE MOUNTED ON STREET LIGHTS WHERE POSSIBLE, OTHERWISE SIGNS SHALL BE MOUNTED ON 1 3/4" SQUARE TEISPAR BREAK AWAY POSTS WITH SLEEVE AND ANCHOR. PAINTED CROSSWALK SHALL HAVE 10 F. INSIDE DIMENSION. ALL SIGNS REMOVED SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD COMMUNITY SERVICES DEPARTMENT AT 405 OAK AVENUE. R. I 0 0 C) p. m = I 0 D I -< - z 0 cmll . 0 - m C) m 0 I z r r ,- r- '-. r— ,rLi - 931-06 tt Jr' ) "TH VILLAS AS AT L CAM]NO AL FOfl THIS AflA V) t-z 1W 02 lOBRIATERACE (W.EST). ................................... ..... 10.IATE...AC.E(EA.SI.......... In MOUNTED ON STREET LIGHT POLE C-4 ir *Z LLI /— F21 6" CURB & GUTTER R/W- I -- -- 'I , ZD/ CASSIA ROAD — — — — — — I — 1 [1 * /L BOU 1400-- -- 151-5 '1400 LD 6" AC BERM R/w — —_ P/L BNDY __--__--__--_ 9+00 EDGE OF PAVEMENT 04 /77 —EDGE OF PAVEMENT to to o . ' /1 . / 10+00.00 CASSIA ROAD = N Q- / 95ELCAIii REAL 00 r- 0 — I — I, L I 1:1 Ii i I XJST. GRN HDUSS 40 0 40 80 120 GRAPHIC SCALE — 1"= 40' PLAN: CASSIA ROAD- SCALE 1" = 40' Ilk a/RONALD L. HOLLOWAY ' NO. 29271 EXP. 3-31-95 CIVIL Op c/" ('1IWT% ..\ Ar An\ nAr,Aiuøon,\rpip, nWl 11_fl1...Aflfl flATr.0'71QA - CAM 11111 _I I 0 (*REWS tj1 — Go ••.........\•...., 0 \\ \\ 256+00.00 r EGIN STRIPING 20' TRANSITiON TO RAISED MEDIAN Si ul LA fn \\\\\ \ \ \' ' I \ \ \\ 1 EXIST. R W II 'III I III I I III I \ I- I, I •3 I 30it IL 001 3 II, 8+61.10 EL CAMIMO REAL 11+73.91 "F" STREET L. OF 24' CONC. D/W Fl r) —•1 0 z 259+06.42-53' LT. C.L. 30' A.C. D/W 259+27.78-53' LT. PCR LA j4O1 3fO81 33S l,cLo+17 9t, II II I I I\ (n mz N) Ul \\ IIII II 11111 I NJ 00 I\I 1 0 ) I I— \ I I-Ti I 265+30.00 P1 \ a SIGNAL AHEAD MARKING I (,i ii C-) C w —1-I---— -' '63' C) C I w I II I\\ C) C 266+37.15 EC (11 4... = 266+37.15 - 9.00' L EC C —).-- L" —.CO.- - I> EMT. - om R/W I N..) 0 I) m -< —.4 i I I0 14 :IE i I '-1 0 " I fl CA ' rn rn rn ¶ I2' :. 267+95 END MEDIAN C&G j Go -40 BEGIN MEDIAN CURB o II'Pll 1:, P1 —'x, ,- m rn 140 H rn w I ' Z(/) NJ 0) Ln I a - -- I 1 (/) 269+44.92 - 9.00' RI JOIN EXIST. MEDIAN CURB tz END STRIPING - EAST SIDE C II -H pA '0 Q4 I - I 5-5- -4.5' -00, RELOCATE EXIST. SIGN (/) (R2) & POST BEHIND 0 SIDEWALK REMOVE 3 EXISTING TYPE-Ni SIGNS & POSTS 269+51.92 - 9.00'LT JOIN EXIST. MEDIAN CURB U I I 269+80.00 0 END STRIPING - WEST SIDE d-LI II PtN® HI C 'II H -w C-) II c HI III III !2 III 0 I P1 'I II III > ••• I— e4J I 00 III OD LT i \ / 1 LJ I _.__ — •,I \•' I L ' II 1 1PIh/L'll I ° \ II I II I III III I II II II II / III II . - II II I CA :1 1111 1,11 11/I II 1 0. - . C I II I • I / 07 ;:oC) T co << -r ,- D > -u 0 0 Ln C) — z C) C/) (flQ (OtT io IC) 0 Iz — p z CD / I (1i / 1//• // 1/ All, ric 1/ - S 41Iv/ ow NJ 0 uO p1N ,.a dOiO3i VI NIAUI • NOI ClVHNV~cf IN dli VC] '3NlAbI . NOIIV DC] 0 NVld r - 4 ll d8Vfl NL i\V Ej39AnN DNIMVdG VIN80d11V3 3NIAbI • N0I1V0d803 010H NVid P1, PIPd 1, 396i POIIISO.I — VLO t9flN AS U08038 VIN0dI1V3 3NIA8I • N0I1V80d803 010H NV1d i38V'JflN ONIMVUO l 88LNflN ONIMVUO PHASE DIAGRAM III AIiu._ 1! ii 1 -1tITI PHASE SEQUENCE Lam 0 co WORK TOBEDONE INSTALL TRAFFIC SIGNALS, SAFETY LIGHTING, AND ASSOCIATED EQUIPMENT TO PERFORM THE FUNCTIONS SHOWN AND CALLED OUT ON THESE PLANS. SPECIFICATIONS CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED JULY 1992. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (1991 EDITION) STANDARD PLANS / DRAWINGS I PROCEDURES & MANUALS 1 2 p 5 6 A —-- CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS DATED JULY 1992. CALIFORNIA DEPARTMENT OF TRANSPORTATION, 'MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES' (1990 EDITION) U z I 0 ' 0 0 0 2 2 0 FC 2 0 -r Lp m it -o -n 0 - z wI __ r 1 OR O FLASHING OPERATION SHALL BE RED 11 ALL PHASES. CAUTiON: I 0 c LOCATiON OF POLE B" FOUNDATION TO BE I GA DETERMINED IN THE FIELD BASE ON LOCATiON OF UNDERGROUND ELECTRICAL CONDUIT I DETAJLPA PORP. * CALL DELAY CURB POLE SCHEDULE POLE LOC. ISNSC LOC. TYPE ! TRAFFIC SIGNALS PEDESTRIAN SIGNALS UGHTING — MOUNTING INDICATIONS M.A. PHASE MOUNTING PUSHBUTTON W .A.MINAIRE M EA — C TYPE 7 QUAD. 19-3-70 10' MM 4-12" (RIY,G.GA) 6 W-1—T WITH B SIGN — 3-12'(R.Y.G) E H.P. SODIUM VAPOR CUTOFF 15' 16' 250 W 4' El Camino Red SV-2—TB 3-12' (RA.YA.GA) 29-5-70 MM 3-12"(R,Y,G) 3-1211 (RA,YA,GA) - - 15' 20' 3' Coselo Rood SV-2-1B 3-12" (RY.G) 5-12" (R,Y,G.YA,GA) — — 19-3-70 10' MM 4_1211 (R,Y.GGA) 30' 2 & 3 SP—' 2—T WITH 3 S SIGN B 15' — 3' El Camino Red SVZTB 3-12' çR.Y.GS 3-12" (RA,YA,GA) 26-4-70 SO' MM 3-12" (R4I,YAIG) 40' 2 SP-1—T — SV-1—T — — 15' — 2.5 3-12' (R,Y,G — 3-12'(R,Y,G_ 3121 (RY.G — ppep _ — — — — - — — — — IA 10 N—i—I 3-12"(R,Y.G) — 4 & 6 SP-2—T r- w — _ ..± ! — r: N DETECTOR ASSIGNMENT DETECTOR NO. PHASE SLOT FIELD TERMINAL CONNECTIONS 1 2 I2U T2-5&6 2 2 I2L T2-7&8 3 2 I3U 12-9&1O 4 J1U T3-1 T4-5&6 5 3 I5U *6 3 15L_ T4-7 &.. 7 6 J2U 13-5&6 8 6 J2L 13-7&8 9 6 J3U T3-9&1O 10 6 J3L 13-11&12 11 1 IlU T2-1&2 12 8 J6U 15-9&1D PPB 2 12U T8-4&COM6 PPB 12L T8-5& COM 6 PPB 6 113U 18-7&COM9 112L T9 — 5 & COM 6 E.V. I12U T9 — 4 & co 6 E.V.W-.12 P. 113L 19-8&COM E.V.I13U 19 — 7 & COM 9 FLASH SE 11 4u 18-10&COM12 .i. I 1111.1 1iII -- .. ---- — .. — ----- -- -------- --- _______ -- -- -- Uii -------- --- .._ -- -- -- ___ Ilk -- -- r IuIeh_- -- -- -- _______--- ---- - -u---_- ___- ---- -- -- -- ii'ZJ;— _-_-- I _ _ ---u - --- riki.i' DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM ENGINEER OF WORK FOR TRAFFIC SIGNAL PLANS FOR THIS PROJECT THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER DESIGN OF PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME AS ENGINEER OF WORK OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 15964 ENGINEER LICENSE NO. DATE 20' CASSIA RO AR FUT CURB AND PROP. BEFORE EXCAVATiNG, VERIFY LOCATION OF UNDERGROUND UTILITiES --- CONTACT: SAN DIEGO GAS & ELECTRIC ---696-4146 UNDERGROUND SERVICE ALERT - -- 800-422-4133 WATER _______________ 438-2722 SE - 438-2722 BUILDINGS AND LRRIGATTON 438-1161 CABLE T.V. --.----- 438-7741 2"C,1DLC.... CONSTRUCTiON CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTiON PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL ALL TRAFFiC SIGNAL HARDWARE AND EQUIPMENT IS PROPERTY OF THE lY OF CARLSBAD. UNAUTHORIZED ALTERATIONS OR MODIFICATIONS ARE PROHIBITED. -o PROP - r CURB 1 7- I I I I I I I I I I I I NOTE: IF SIGNAL IS NOT INSTALLED WITHIN ONE YEAR OF CITY APPROVAL PLANS MUST BE RESUBMITTED FOR PLAN CHECK 90 DAYS IN ADVANCE OF BEGIN CONSTRUCTION DATE. (BEGIN CONSTRUCTION DATE REQUIRES PRIOR WRITTEN APPROVAL BY CITY ENGINEER.) UNAUTHORIZED CHANGES & USES WNW PROP R/W _- 2"C,2DLC 2"C,lDLC OR Oc eYA eGA SIGNAL HEAD DETAIL 04+6 i" PVC NIPPLE LENGTH AS REQUIRED 1-1/2" TO 1" I I REDUCER rn SIGNAL HEAD HOUSING 2"C, PER SDG & E REQUIREMENTS _____ BACKPLATE 6 E.V.P.E. DETECTOR $ 2"C, 2#10, 2#12 ASSEMBLY 6 — 44' TO 21 4P s ° j.D WAL( C,5DLC 2"C,3DLC CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES Of THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. PROP. CURB wAft 200 SA SOFTWARE OR APPROVED EQUAL, ONE T F MODEL 412 C SYSTEM MEMORY MODIULE G AND 1 MODEL 400 MODEM. Ln 016 T E E 0146 01 DETAIL "A" POLE LOCATION D N ECR O_L EXACT LOCATION BY ENGINEER IN THE FIELD FUT. PEDRAMP 1 FUT. will Rill 04416 CONTROLLER SCHEDULE: TYPE 170 CONTROLLER ASSEMBLY IN MODEL 332 ALUMINUM CABINET WIRED FOR 8—PHASE CAPABILITY, INCLUDING THE NECESSARY ACCESSORIES TO PROVIDE" PHASING AND ALL FUNCTIONS INDICATED ON THESE ALL CONTROLLER EQUIPMENT SHALL BE ON THE CURR STATE OF CALIFORNIA "flhlAl icwn PRAflI1(TS I 1St' CONTROLLER '• EQUIPPED WITH i•S \ DEThILA Ec. (I,, I;'iII EI!I1 ISNS - —..-----:- --- -.- ) 16 Ell hU 1:1 1 LWJMI A1Jov % T!I J- _ \v .•• . . & WA s... !4 DETAIL STREET NAME SIGNS LOCATION: A & C El Camino Real LOCATION: B & D Cassia Road 0 I 2' 26 DIRECTION OF TRAFFIC ----------------------------- 11 10' El —.----.. . WALL L.J' . I4çI s cx EXIST/ .-- E. EXIST E. P. EXIST AC 2"C,3DLC - - GENERAL NOTES R/W X-WALK 08 12' LIMIT LINE DETECTOR LOOPLAYOUT NO SCALE '—EXIST. WALL - — - — - - - - - - - - 0 , N / - , / FUT. ... \. .. E.P if R/W EXIST. FUT. . if EL E.P. CURB FUT. Rill CAMINO REAL A \ ,ibIC 5'?P.êETAAJL) 7- PubLie /L/ E4A1EA/T . FUT. R&g2607_12J PE1E' CURB Ala_deec. THIS RECORD DRAWING SHOWS THE FACILITIES AND ThEIR LOCATION I FUT. 1 R/W._) BASED ON DATA PROVIDED BY h BASE PROVIDED BY: BHA, INC. SIGNAL DESIGN BY: URBAN SYSTEMS ASSOCIATES, INC. © 4540 KEARNY V1LLWTE 106 SAN DIEGO, CA 491 1 ANDREW P 1<115 964 CONTRACTOR AND INSPEEEu BY THE CITY'S RESIDENT ENGINEER. FOR FUTURE CONSTRUCTiON, LOCATiON OF FACILITIES MUST BE VERIFIED IN THE FIELD. AS—BUllS DRAFTING BY: URBAN ASSOCIATES. INC. ~JAAwh JAI. Jj wa ANDREW P. SCHLAEFU SHEErI CITY OF CARLSBAD II SHEETS 14 ENGINEERINGDEPARTMENT 19 "AS-BUILT P.E._______ EXP._________ DATE REVIEWED BY: INSPECTOR DATE IMPROVEMENT PLANS FOR: TRAFFIC SIGNALS AND SAFETY UGHTING SYSTEM AT INTERSECTION OF EL CAMINO REAL AND CASSIA ROAD PULL BOXES SHALL t NO. UNLESS U SHOWN. F?VMI. LOOP DETECTORS SHALL BE 6mX6m WITH 10' SPACING AND POSITIONED IN CENTER OF LANE UNLESS OTHERWISE SHOWN. SEE CALIFORNIA STANDARD PLAN SHEETS ES-58 AND ES-5C, FOR DETECTOR LEGENDS AND DETAILS. ALL TRAFFIC SIGNING AND STRIPING SHALL BE DONE BY THE CONTRACTOR, UT/LI??? gA.EMtAIT INCLUDING ILLUMINATED STREET NAME SIGNS. ie ifo . STANDARDS SHALL BE LOCATED 4' BACK OF CURB LINE. [] INSTALL E.V.P.E., SIGNAL HEAD MOUNT DETECTOR ASSEMBLY PER DETAIL [] INSTALL FOUNDATION. TYPE 332 ALUMINUM CABINET. AND CONTROLLER. INSTALL 11 CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS REQUIRED TO COMPLETE TYPE NI SERVICE WITH METERED 120V 5OA-1P SIGNAL 15A-1P I.S.N.S. CIRCUIT THIS WORK. BREAKERS AND ONE UNMETERED 240V 30A-1P LIGHTING CIRCUIT BREAKER TO 12. ALL POLES, CONDUITS, PULLBOXES, STRIPING, AND LOOP DETECTORS LOCATIONS CONFORM TO S.D.G. & E. SERVICE REQUIREMENTS AND INSTALLATION PROCEDURES, SHOWN ON THESE PLANS ARE APPROXIMATE. ACTUAL LOCATIONS SHOULD BE PROVIDE TRENCH AND FACILITIES AS REQUIRED BY S.D.G. & E. BETWEEN THE DETERMINED BY FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND AS METER AND SERVICE POINT. CABINET SHALL BE FABRICATED FROM DIRECTED BY THE CITY OF CARLSBAD. ALUMINUM SHEET PER CALTRANS SPECIFICATIONS. [] FURNISH AND INSTALL TYPE 'A' INTERNALLY—ILLUMINATED DUAL FACE 13. ALL STRIPING IN CONFLICT WITH THESE PLANS SHALL BE REMOVED BY SANDBLASTING MAST ARM MOUNTED STREET NAME SIGNS AS FOLLOWS: BY THE CONTRACTOR. LOCAflON®AND©, El eainà,o 2ez/ 14. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CABLING AND LOCATION®, 0066/(L Road CONDUCTORS NECESSARY TO PERFORM ALL FUNCTiONS SHOWN ON THESE PLANS. [3k] CONTRACTOR SHALL VERIFY SERVICE LOCATION AND REQUIREMENTS WITH SAN DIEGO 15. ALL UTiLITY LOCATIONS ARE APPROXIMATE. CONTRACTORS SHALL VERIFY EXACT GAS AND ELECTRIC COMPANY. LOCATION BEFORE START OF CONSTRUCTION. 9. VEHICLE SIGNALS SHALL BE 12" WITH BACKPLATES AND GLASS LENSES. 16. ROUTING AND LOCATIONS OF UNDERGROUND ELECTRICAL SYSTEM IS DIAGRAMMATIC AND SUBJECT TO APPROVAL OF THE ENGINEER. UNDERGROUND ELECTRICAL LINES AND 10. PEDESTRIAN SIGNALS SHALL BE TYPE G' DISPLAYING INTERNATIONAL SYMBOLS PER SUBSURFACE STRUCTURES MAY BE RELOCATED IF NECESSARY TO CLEAR OTHER SHEET ES-313 OF THE CALIFORNIA STANDARD PLANS. UNDERGROUND FACILITIES. DRAWINGFILENAME:ECR—CASSU.S.A.009093S 2-1-94RD#234A EXIST. / BUILDING ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVAL AND/OR/CONSTRUCTION OF SIGNAL OR STRIPING PLANS MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS. PAINTED CROSSWALKS SHALL BE INSTALLED ONLY WHEN TRAFFIC SIGNAL IS AUTHORIZED AND CONSTRUCTED. LUMINAIRE AND I.S.N.S. SHALL HAVE TYPE IV PEC. USE DETAIL 'U' ES-6T FOR MAST—ARM MOUNTED REGULATORY SIGNS. ] INSTALL PEDESTRIAN BARRICADES. TYPE I PER STANDARD PLANS ES—SF. APPROVE B.HUBBS PE 23889 _____ CITY ENGINEER __ GINEER DATE DWN BY: PROJECT NO. DRAWING CHKD BY: 5& ii ii RW'D BY: _A_ii_PD431 ii_338-06] DATE 11NrflA---DATEjINmAL _DATE lINITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL A5 -IiUILI -•T'-.. CMWD 93-503 11ID140 GENERAL NOTES RECLAIMED WATER NOTES ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES & REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DATED OCTOBER 1993. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC. SHALL BE PROTECTED FROM SPRAY BY RECLAIMED WATER. NO PONDING, RUN-OFF OR OVER SPRAY IS PERMITTED. HOSE BIBS ARE STRICTLY PROHIBITED. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. *8 THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERVISION PERSONNEL ON SITE PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER, WHETHER BY WIND BLOWN SPRAY OR BY DIRECT APPLICATION, THROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. CONTRACTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAYING ON ALL SIDEWALKS, STREET. AND PRIVATE LOTS. QUICK COUPLING VALVES SHALL HAVE A SPECIAL COUPLE KEY PER CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL IRRIGATION PIPE SHALL BE STENCILED, COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICTS RULE AND REGULATIONS. ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE, THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE. FOR A TOTAL OF 20 FEET. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED LINE. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. *19. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER /OR THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES PRIOR TO ANY USE OF RECLAIMED WATER. 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: QUICK-COUPLING VALVES SHALL BE 1 INCH NOMINAL SIZE NELSON #7645, WITH BRASS CONSTRUCTION AND A NORMAL WORKING PRESSURE OF 150 P.S.I. OR RAINBIRD #44 NP. IN ORDER TO PREVENT UNAUTHORIZED USE, THE VALVE SHALL BE OPERATED ONLY WITH A SPECIAL COUPLER KEY WITH AN ACME THREAD FOR OPENING AND CLOSING THE VALVE. THE COVER SHALL BE PERMANENTLY ATTACHED TO THE QUICK- COUPLING VALVE. IT SHALL BE PURPLE RUBBER OR VINYL. LOCKING COVERS AK REQUIRED. 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "DO NOT DRINK" ON THESE PLANS. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT flH )- @ ___- (FII.L IN) (NAME) (TEL. NO.) OR AFTER HOURS CONTACT _T r'44SLJE-@ IZI - (FILL IN) (NAME) (TEL NO.) * ITEMS NO'S 8, 19, & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER. ITEM NO. 22 THE SIGNAGE PLAN SHALL BE A PART OF THIS I.P. BUT THE ACTUAL SIGNS AND TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF R.C. WATER. 24. SHOW ALL PUBLIC AND PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. RECLAIMED WATER SYSTEM (.PR lV^TE .) 0 VILLAS AT EL CAMINO EL CAMINO REAL MEDIAN PARCEL 215-020-15 AND 215-020-01 0 co REAL SHEET INDEX: SIGNAGE_NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-112" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES _FOR _RECLAIMED WATER USE IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECLAIMED WATER. PERSONNEL MUST BE INFORMED THAT R.C. WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND, TOOL, WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU. THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO AND APPROVED BY THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR WITH THE WORDS, -WARNING _RECLAIMED _WATER _-_DO_ NOT _DRINK- IMPRINTED ON ONE SIDE, AND "AVISO-AGUA_IMPURA_-_NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. SHEET TITLE _______SHEET NUMBER' TITLE SHEET 15 IRRIGATION PLAN -: 16 IRRIGATION NOTES AND DETAILS . 17 PLANTING PLAN • • 18 PLANTING NOTES AND DETAILS 19 TO OCEANSIDE 0 co VICINITY MAP N.T.S TO SAN DIEGO B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE- WRAP, Qfl ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. 11. EACH AUTOMATIC CONTROLLER AND IT'S ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS, 'RECLAIMED _WATER _USED _FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. SYMBOLLEGEND PROPOSED RECLAIMED WATER METER AND P.O.C. 4 PROPOSED BALL VALVE .C.'/ PROPOSED RECLAIMED WATER SYSTEM 33 co 33 14 PUBLIC POTABLE MAINLINE PUBLIC RECLAIMED MAINLINE II II 2 S 3c ?UuC. 4E4Z. L1 INSPECTION _PROCEDURES 1. CITY CONSTRUCTION INSPECTIONSHALL INCLUDE: DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT .1 AM, THE _LANDSCAPE_ ARCHITECT _OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 QF. THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK. OF PROJECT DRAWINGS AND SPECIFICATIONS. BY THE CITY OF CARLSBAD ANDTHE SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR. PROJECT DESIGN. THESE PLANS HAVE 13E1P1EPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE'CONCEP'T PLAN, WATER CONSER- VATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDJT!ONS.OF APPROVAL. RELATED. TO j.ACAPINC. BLACK LOGO PURPLE BACKGROUND 36" 1" BLACK LETTERS N.T.S.) /wARM RC / IED WATER DO NOTDRINK' _ RECLAIMED WATER \ AVISO-AGUAIMPURA NOTOMAR 18" BY: L)Af$f's tzic_2' __. E'ATE:/"/'75. WARNINQ RECLAIMED WATER 'Do NOT DRINK REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER. CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION INFIELD. rreparer FIRM NAME & ADDRESS: GILLESPIE DESIGN GROUP.INC, 8910 UNIVERSITY CENTER LANE, SUITE 580 SAN DIEGO CA, 92122 PHONE NO'S (619) 558-8977 FAX (619) 558-9188 REGISTRATION NO'S CA 1362 EXPIRATION DATES: APRIL _30._1995 AVISO-AGUA IMPURA NO TOMAR (SIZE) 12' X 36" .060 ABS PLASTIC OR STICK-ON VINYL SIGNS ALSO,.016 ALUMINUM 18"X18" SIZE .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS. -J \ 1" BLACK LETTERS - 2" BLACK LETTERS TYPICAL SIGNS LOCATION OF TRENCH LINES. TRENCH DEPTH. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY). PIPE IDENTIFICATION (P.O.C.'S) POINTS OF CONNECTION. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECLAIMED WATER (IF RECLAIMED WATER IS USED FOR CONSTRUCTION). AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICTFINAL INSPECTIONSHALL INCLUDE: COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTON OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER. WARNING SIGNS AND LABELS. QUICK COUPLING VALVES. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUN-OFF, AND PONDING. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. CROSS CONNECTION. 3. ANNUALINSPECTIONSHALLINCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART A AND PART B AND PART G OF THE DISTRICTS FINAL INSPECTION. NORTH NORTH 0 Vf12 - I 11 1 L\T1O - 310 1 - 21 Fll ps ffZESSLJ- - I S CAUTION! PRIOR TO ANY EXCAVATION FOR IRRIGATION OR PLANTING, CONTACT SANTA FE PACIFIC PIPELINE PARTNERS, ATTN: STEVE MONTOY, AT PH. (619)283-6511 FOR ON-SITE INSPECTION AND Irrigation Legend LOCATION OF FUEL LINE IN MEDIAN (SHOWN ON PLAN AS - . -). PIPE DEPTH-MAY VARY AND PLANTING MAY BE AFFECTED.COORDINA'TE WITH STEVE MONTOY FOR ALL NECESSARY TEMPORARY PLEASE NOTE: ALL EQUIPMENT MUST BE APPROVED IN WRITING AND PERMANENT PROTECTION OF THE FUEL LINE. SHOULD THE FUEL LINE BE DAMAGED IN ANY WAY, BY PARKS DEPT. PRIOR TO INSTALLATION. CONTACT SANTA FE PACIFIC PIPELINE PARTNERS AND THE VILLAS AT EL CAMINO REAL SITE SUPERINTENDENT IMMEDIATELY. Symbol Mfr Model DescriDtion PSI Radius GPM Detail E2 2" IflOfL LJ1$- UHF-LY5 (TY'FCP'L rL cH- rLAr-) lTc M& 4E. LEV AJI7 E1EcCM- LEJ (-ç9cL iRfE S&q%4) Rain Bird 1401 Tree bubbler in sleeve 20 - 0.25 H - rn F'F-Q 06; D Multi-outlet drip emitter 20 - 8 GPH G A Netafim Ram Flush Flush valve - - - \ Lasco 3/4" CL 200 'Alertline' lateral line - bury 12" mm E — Lasco 1" SCH 40 'Alertline' main line- bury 18" mm E = = = Lasco SCH 80 PVC sleeve under vehicle paving - 36" mm. cover F SCH 40 PVC sleeve under pedestrian paving - 18" mm. cover F for pressure pipe and 12" for non-pressure pipe - Rain Bird PEB-PRS SERIES (1") Remote control valve D 4SST\ Rain Bird 44NP Quick coupling valve B Griswold 2250 Pressure regulating valve D ZZ \N - 101 Febco 825Y Reduced pressure backflow preventer - line size PER CMWD ~10 L-s tAI....-. Cr,,, -'-_-' D...-..-.._ ., - i;.- ; PPP (AWfl 97 , AL / LJ CURB INO ILM 0 vvIu'.iIb uuu series Fwuw wu,auju - uuuu S., I M KBI BTU series Ball valve (line size) C _ -- ------ ----------- - Hardie 420(1") Y filter with 15 mesh screen - 1/ -- - A CalSense ET-1; 12 station Automatic controller in pedestal per detail A E Electric meter I I I T Reclaimed water meter per Improvement Plans VALVE SEQUENCE MAX. GPM DED VALVE SIZE - 270 271 - 272 - - - PIPE 16J_ - - - -- 0 A-2 if nj ELECTRICAL CONTRACTOR SHALL PROVIDE METER PEDESTAL FOR SERVICE TO IRRIGATION CONTROLLER. METER PEDESTAL SHALL BE CIRCLE AWOA EQUAL APPROVED BY CITY PARKS AND RECREATION (") H Loc. 1t LL-E DEPARTMENT AND LANDSCAPE ARCHITECT. PEDESTAL SHALL BE LOC-44ASLF, e8CL0c-)aPLSPS;2_ 1-7 memo AL4flC- CQflOLL6 I PROVIDED WITH FUSE-PULL-OUT MAIN AND SPACE FOR 6 DISTRIBUTI Er. I BREAKERS. CONTRACTOR SHALL VERIFY POINT OFSERVICEAND CIO \ \ \ I SUBMIT DETAILS OF METER PEDESTAL TO SDG&E (J I iJ 1 L-cCJ c L W fl- 'ClD' O CiL-s Mtcs4 -4 ' \' l 2' (1) I fAC J& 1 k He- S L4 \S\ \ -__------- ---------.-- 6;;) 1\ ni1 I ja LO1IOi. — c\) END FLUSH \' V CID . I Li - — - T.600 oo I - ., — ELECTRICAL WIRING l IRRIGATION MAINLINE /luull _uI1!utfI_uuIII_ttl7('_I_II_ ,I'yuuIl_ ,, _, ,. I_I, LATERAL LINE FOR 11 TREE BUBBLERS -------------- -------------- SLEEVE (TYPICAL) 0 LATERAL LINE R / 1 / 0 0 c: 11 -/) o o o JLJ SHRUBDRIPSYSTEM o -o )oeE FLEXIBLE DRIP TUBING AND BUG CAP (TYPICAL) TYPICAL IRRIGATION IN PLANT POCKETS 0 2 S-1 co - - - - - - ro - - -I - - i.jHr fL---E_ _- - - - EL CA —_------TII -2 58 -!__-- - 2 - - ---- — AL - T — 2 CD 0 \ \ T. " -1 0 CID co b' \ \ \ \ II I 6" 8910 UNIVERSITY CENTER LANE SUITE 580 SAN DIEGO CALIFORNIA 92121 619-558-8977 FAX 619558•9188 fp$DSCA P% OF \ \ METER BkCI FLOW PREVENTER CURB SIDEWALK CONTROLLER ENCLOSURE RIGHT-OF-WAY MEDIAN IRRIGATION SERVICE SCALE 1" = 40' - 0" 1 100 INC DEPARTMENT I NS FOR: TION SYSTEM a RR-AZA P.EAJ. MEDkW -. 9 EXPIRES 12/31/97 DATE 4 PROJECT NO. DRAWING NO. PD 431 __338-6 CMWD 93-503 %-2' aa ) C7 uE i 'H rPOE' 2 -. ROUND PURPLE PLASTIC VALVE BOX ROUND PURPLE PLASTIC VALVE WALL MOUNT AUTOMATIC CONTROLLER, AMETEK OR EQUAL BOX, AMETEK OR EQUAL SEE LEGEND. 0 ON/OFF DISCONNECT SWITCH W/ 2 FINISH GRADE I FiNISH GRADE QUICK COUPLER VALVE, SEE LEGEND BALL VALVE ® 77 M -TE PAD BRASS NIPPLE,LENGTH.AS REQUIRED IIIIJ III ®INTEGRAL UNIONS 0 SET IN 60 MIN# #1 MIN. DEPTH CLEAN PEA GRAVEL -2000 PS FINSH GRADE BRASS STREET ELL, TYPICAL PVC SCH 40, 450 ELL (TYP) PVC PRESSURE MAINLINE 110 V. ELECTRICAL SERVICE IN RIGID PIPE(SEE SPECS.) 2X4 REDWOOD OR BRICK B, OCKING, CONDUIT SLEEVE TO POW ER SOURCE 8 (D 0 PER LOCAL CODE. .-6 hp. .. -TYPICAL (Dl CU.FT. PEA GRAVEL 0 7 - LOW VOLTAGE CONTROL WIRES IN 3" BRASS -NIPPLE 6" MIN: LENGTH 2X4 REDWOOD OR BRICK DIA PVC SCH 80 LONG SWEEP ELL BLOCKING PVC SCH 40 TEE OR ELL ®'112" X54"'COPPER GROUNDING ROD, 0 00 •0 0 • - DEPTH-SEE SPECIFICATIONS CONNECT TO 110 V OUTLET 0 PVC MAIN LINE DEPTH AS REQUIRED 1 (J36" MIN LENGTH #4 REBAR STABILIZER, WOP-P5 R'-.t 2) f-HG-F VIF-HTE LflfaZS H • 0 -ATTACH W/ TWO (2)STAINLESS : 0 • 0 'ki-' cFcPLs.P HW1 I4GQt - 0 BANDS -) . - AUTOMATIC CONTOLLER' 0 rB QUICK COUPLER VALVE - 0 rC BALL VALVE 0 - z co G) z 13 o C ®.AMETEK PURPLE PLASTIC VALVE BOX ® PVC NON-PRESSURE PIPE • - (OR EQUAL) WITH LOCKING COVER. (SEE SPECS.) 0 0 ® FINISH-GRADE - 0 • 9 PVC PRESSURE PIPE (SEE SPECS) © APPROVED WIRE CONNECTORS PVC SCH-80 NIPPLE (TYP)(LENGTH - 0 0 • ' • • AS REQUIRED) ® CONTROL WIRES; BUNDLE AND TAPE W/ 4' MIN. 9 - 0 • 2X4 REDWOOD BLOCKING OR BRICK EXTRA WIRE) 0 REMOTE CONTROL VALVE(SEE SPECS) PVC SCH 40T.EE (SxSxS) OR ELL(SxS) • 0 0 • 0 -ON MAINLINE • 0 - SOLENOID , 0 • 0 0 61 0, '0 CU. FT. PEA GRAVEL ®PVC SCH 8OUNION 0 9 DEPTH-SEE SPECIFICATIONS 0 • PVC SCH 40 FEMALE ADAPTER TYP) • - REMOTE ~CONTROLVALVE 0 S o b 13133 - z z z z 13 0_ C <00 m I ®.MECHANICALLY COMPACT BACKFILL 2 PER GREEN BOOK SPECIFICATIONS FINISHSURFACE 7/z E-EE1 I I I () NON-PRESSURE LATERAL LINE PRESSURE MAIN LINE '0 ® DIRCTgUAIAL, LOW VOLTAGE O - CONTROL WIRES, BUNDLE 0: 0 AT10 FT. O.C: 0 NOTE: SEE SLEEVING DETAIL FOR TRENCHINGO IN PAVED AREAS O 0 HARDSCAPE SURFACE, SEE PLANS. CLEAN BACKFILL ASREQUIRED;REFER L iu TO ENGINEER FOR SPECIFIC MATERIAL AND COMPACTION A~QUIREMENTS. _ CLEAN SAND 7) LATERAL LINE W1 SLEEVlz--. PRESSURE MAIN LINE W/ SLEEVE. - LOW VOLTAGE CONTROL WIRES, _ SLEEVE SIZE AS REQUIRED 6 MINI MUM COVER 18 UNDER WALKS 0c'J 0 0 0 36" UNDER STREETS - 0 NOTE: ALL SLEEVES TO BE PVC SCH.O UF4C .III.J&) ecH ALL SLEEVES TO BE SIZED TWIGE THE UIA, OF THE WORKING PIPE. P ALL SLEEVES TO RUN A MIN. OF 1 BEYOND HARDSCAPE EDGES. - • • CLEAN BACKFILL MAY BE SUBSTITUTED FOR SAND UNDER WAS AND DRVE rl lrpcwo oor r frLtT M 0 SLEEVING TRENCHING SPECIFICATIONS 0 0 1. RAINBIRD MODEL NUMBER DBC-O25DIFFUSERBUG ALL MATERIALS AND PROCESSES SHALL CONFORM TO THE STANDARD 0 - CAP UAL . SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1991 EDITION (GREEN BOOK SPECIFICATIONS), WITH THE FOLLOWING EXCEPTIONS AND ADDITIONS: 12 1/4" TUBING STAKE IRRIGATION 1/4" DISTRIBUTION TUBING 0 ,, RAINBIRD XERI-BIRD 8 IN THE CASE WHERE WORK TO BE PERFORMED IS NOT COVERED BY GREEN BOOK SPECIFICATIONS, • CARLSBAD MUNICIPAL WATER DISTRICT SPECIFICATIONS SHALL APPLY. 00 PVC PIPE AND FITTING 0 0 308-5.1 THE IRRIGATION SYSTEM IS DIAGRAMMATIC. ALL IRRIGATOIN EQUIPMENT SHALL BE II jj EHL j 1I ' I 0 1ii1 6 . : 0 0 0 1I DEPTH CRUSHED ROCK - 1 C F LOCATED IN PLANTING AREAS ONLY, UNLESS NOTED OTHER WISE. REFER TO THE IRRIGATION LEGEND AND DETAILS FOR EQUIPMENT AND INSTALLATION. ____ _______ 13 • RAINBIRD SEB-6 EMITTER BOX WITH PURPLE LID SUBJECT TO PARKS AND RECREATION DEPARTMENT APPROVAL, THE CONTRACTOR _______ . SHALL FURNISH TO THE OWNER A COMPLETE 'AS-BUILT' DRAWING ON HO1fr1 O"c'Lp. . PRINTS SHOWING EXACT LOCATIONS OF ALL ITEMS INSTALLED. AS-BUILT PLANS SHALL ________ i? 0 —.--0 FINISH GRADE 0 BE APPROVED BY THE PARKS AND RECREATION DIRECTOR PRIOR TO FINAL PROJECT' APPROVAL. o 0o 0 - . 3—HI1 0c . • 12 MULCH BED PER NOTES 0 308 5 3 CHECK VALVES SHALL BE INSTALLED WHERE NECESSARY TO PREVENT DRAINAGE I I o RAINBIRD PRS-050 PRESSURE REGULATOR (IF INLET SYSTEM FROM LOWER ELEVATION HEADS WHEN IS TURNED OFF. (E4 Vo'L.\/*Au... e VPLC.'I"4 AV PRESSURE IS GREATER THAN 50 PSI 0 0 308-5.5 THE OPERATIONAL CHART MOUNTED WITHIN THE CONTROLLER CABINET SHALL BE A REDUCED IRRIGATION PLAN INDICATING ALL SYSTEMS AND THEIR APPROPRIATELY PVC SCH 80 RISER (LENGTH AS REQUIRED) SEQUENCED VALVES, LAMINATED IN MYLAR AND MOUNTED ON THE INSIDE COVER OF THE IRRIGATION CONTROLLER. LJM r i. T1 iR 0800 0 - rc tM i4, °8° 0 0 \FRX IN EMITTER BOX 0 1 1 N T.S. 0 JJ 13 CD z a) co z 0 0 C w m I ; CA; (D 6" ROUND NDS GRATE BUBBLER HEAD PER LEGEND FINISH GRADE SCH 80 ALERT-LINE NIPPLE SCH 40 ALERTLINI SXT ELL OR TEE It ® /GRAVEL FILLED PERFORATED DRAINLINE , 6011 cP. LATERAL LINE DEPTH TO MATCH PLANTING PIT DEPTH DEPTH PER LEGEND 0' "AS BUILT" ,AOc (fltAI L..' P. E. ________ EXP. __________ DATE REVIEWED BY' INSPECTLR DATE SHEET CITY OF CARLSBAD 11 SHEETS L17 DEPARTMENT 19 TREE BUBBLER IN SLEEVE. IMPROVEMENT PLANS FOR: IRRIGATION DETAILS AND SPECIFICATIONS LA TERRAZA EL CAMINO REAL MEDIAN APPROVE 7-18- 7S CITY ENG1NEE PE 23889 EXPIRES 12/31i7 DATE DATE I INITIAL ENGINEER OF REVISION DESCRIP110N RKI '4 Ito BY: PROJECT NO. DRA CHKD BY: __ DATE IN11AL I DATE DWN I YHING NO. n pROAL RVVD BY' Tft II PD 431 338-6 o CMWD 93-503 - lam- M a a 270 - NORTH NORTH I 0 I- 0 0 33 (Cp, Jo/jo ivJ1 TrLVl- cc X 1'A1OtJ Co Y. G44k& L7vJ( /. r (1cAi.. A Ot.sF3) 11fE2 Z",AIkl. /ziI , ME-r444-41 — 'k jJ1 1 ' '=U II cj - - I -4A 1mEp4J ,&D ccwg A4J I I 10 WTC} >1N& ___________ C*'1l f'O 1-EN_- 501 L EF-J& iJ 1ityszpq...15 ®L-ACgp CcET 1' PEP CLJ,'\T E1 CF PLTJ ier I i1 21 W * i7J& - i foP- It 111 iiiiiiiiiii — L I ------ CURB - -Tiii---------- = E[CAMINO REAL \_ i-Q2.1 orr :E f~lwo_4 1L4 cj- Mtck'( e1ws 1t4 SrJ P-TIt-4& FtC-E1 ( -r'f9cJL2) (TrcAL) ryIcAL H12A4 v1k& — Ul CD ul 267 - - — rn _____ - -5- - -- - FT -iO --iL --- - -- --- —266 -- - --------------------- 271 -272 PIPE O I '7- S 00000 24 1 RAPHIOLEPIS 'PINK CLOUD' 5 GAL I INDIA HAWTHORN ul 70 ru L CD \)w \/ pi OD Li ru - 000 \ vi ri 06 - -5 1 I 1 TRISTANIA CONFERTA 24" BOX I BRISBANE BOX 000000 OOOOOQ 000000 TYPICAL PLANTING IN PLANT POCKETS rE 1UH UMT AM LX, 1 C.iT1 ft'4EE4 ft. . 4PPPL P4 T oi~LLA-noH I 0 I- 0 - 0 vj CD 11EAL - - - - - - - c — o L 44 4w ALI - -------5----- ---- _5 _-5--o co 8910 UNIVERSITY CENTER LANE SUITE 580 SAN DIEGO CALIFORNIA 92122 619•558'8977 FAX 619•5589188 . s.d CAUTION! PRIOR TO ANY EXCAVATION FOR IRRIGATION OR PLANTING, CONTACT SANTA FE PACIFIC PIPELINE PARTNERS, ATTN: STEVE MONTOY, AT PH. (619) 283-6511 FOR ON-SITE INSPECTION AND LOCATION OF FUEL LINE IN MEDIAN (SHOWN ON PLAN AS F—). PIPE DEPTH MAY VARY AND PLANTING MAY BE AFFECTED.COORDINATE WITH STEVE MONTOY FOR ALL NECESSARY TEMPORARY AND PERMANENT PROTECTION OF THE FUEL LINE. SHOULD THE FUEL LINE BE DAMAGED IN ANY WAY, CONTACT SANTA FE PACIFIC PIPELINE PARTNERS AND THE VILLAS AT EL CAMINO REAL SITE SUPERINTENDENT IMMEDIATELY. SCALE 1" = 40' - 0" 7% :m __ 17 1 40 100 CMWD 93-503 ci 1! 1 a LL 2 2 C C A) 2 DIA. X 10 LODGEPOLE PINE STAKE (2 REQ'D.) WONDER TREE TIES (3 REQ'D) OR APPROVED EQUAL 24' MIN. SEE TREE PLANTING DETAIL 120 MIN. TREE TRUNK ROO'TBALL - :® - .• • ROOT BALL BACKFILL PER SOILS REPORT UNDISTURBED NATIVE SOIL 4" HIGH WATERING BASIN BERM FERTILIZER PER SOILS REPORT FINISH GRADE SET CROWN 2" ABOVE SURROUNDING GRADE ® TREETRUNK 4" AUGER ED HOLE WITH 3/8" CRUSHED GRAVEL NOTE: SEE IRRIGATION DETAILS FOR DEEP WATERING DEVICE DETAIL PLAN VIEW - 2 X CONTAINER TREE PLANTING SECTION DOUBLE STAKING. DETAIL NOT TO SCALE ci z C, i i. w m '3 10 2 i N4 L/; 4- •-_r I /,,••.•._' :•.r• ,. ! ROOTBALL - - ® CROWN -i" ABOVE FINISH GRADE - FINISH GRADE . .- FINISH GRADE AT SLOPE ® 2 X ROOTBALL BACKFILL MIX (SEE SPE(S.) ® PLANT TABLETS(SEE•SPECS) .® SEE SPECIFICATIONS. . ® TOP OF PAVING 2." HIGH WATERING BASIN (IF REQ'D.) ol UNDISTURBED NA11VE SOIL FTU- rr ALL MATERIALS AND PROCESSES SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1991 EDITION (GREEN BOOK SPECIFICATIONS),' WITH THE FOLLOWING EXCEPTIONS AND ADDITIONS: CONCRETE 201-1.1.2 CONCRETE SHALL BE A MINIMUM OF CLASS 560-C-3250, MAXIMUM 4" SLUMP, WITH 6X6- 10/10 WWM THROUGHOUT. 3031.1 PRIOR TO INSTALLATION, A 10'XlO' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE. PLANTING 308-2.2 BACKFILL SHALL BE MANUALLY COMPACTED PER SECTION 306-1.3.2. 308-2.3 CONTRACTOR SHALL NOT IMPORT TOPSOIL. SOIL SHALL BE SUITABLE FOR PLANT GROWTH AND FREE OF HARMFUL SUBSTANCES OR DELETERIOUS MATERIALS. ALL PLANT MATERIALS SHALL BE GUARANTEED BY THE LANDSCAPE CONTRACTOR FOR A PERIOD AS FOLLOWS: TREES: 12 MONTHS .SHRUBS AND GROUND COVERS: NINETY (90) DAYS LANDSCAPE CONTRACTOR SHALL APPLY A CONTACT HERBICIDE, WHERE WEEDS ARE PRESENT, PER MANUFACTURERS SPECIFICATIONS A MINIMUM OF TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. WEEDS SHALL BE ALLOWED TO COMPLETELY DIE BACK, INCLUDING THE ROOTS BEFORE PROCEEDING WITH WORK, (CONTRACTOR SHALL CONTACT CITY MAINTENANCE DIVISION PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK TO IDENTIFY ALL AREAS WHICH MAY PREVIOUSLY HAVE BEEN TREATED WITH A LONG- TERM HERBICIDE. IF NECESSARY, APPLY ACTIVATED CHARCOAL TO COUNTERACT RESIDUAL EFFECTS WHICH MAY HINDER PLANT GROWTH. LANDSCAPE CONTRACTOR SHALL SUBMIT A SOIL ANALYSIS REPORT FROM AN AUTHORIZED TESTING AGENCY TO THE C,rt-r NEP4t4 c.t't7p, BEFORE BEGINNING WORK. SOIL TESTING AGENCY AND SOIL TEST SHALL BE APPROVED BY THE CITY OF CARLSBAD. CONTRACTOR SHALL AMEND SOIL IN ALL PLANTERS AS RECOMMENDED BY THE SOIL TEST. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE THOROUGHLY SOAKED. EACH PLANT SHALL RECEIVE 'AGRIFORM' 20-10-5 (OR EQUAL) PLANT TABLETS AS FOLLOWS: 5 GALLON CONTAINER (3) 21 GRAM 24" BOX (8) 21 GRAM PLANT BACKFILL SHALL BE PER SOIL TEST. 308-4.6 STAKE ALL TREES PER DETAIL 308-6 THE MAINTENANCE PERIOD SHALL INCLUDE THE FOLLOWING SCOPE OF WORK: WATERING OF ALL PLANT MATERIAL. WEEDING. PLANTS THAT FAIL TO SHOW A HEALTHY GROWTH, SHALL BE REPLACED. REPLACEMENT PLANTS SHALL CONFORM TO ALL STANDARDS THAT GOVERN THE ORIGINAL PLANTING INSTALLATION. FILLING AND RECOMPACTION OF ANY LOW AREAS OR ERODED AREAS. ADJUSTING IRRIGATION EQUIPMENT AS NECESSARY. WEEKLY REMOVAL OF ALL TRASH, LITTER, CLIPPINGS AND DEBRIS. AT 60 DAYS AFTER PLANTING AND PRIOR TO THE END OF THE MAINTENAJ"JCE PERIOD, APPLY BEST FERTILIZER CO. 16-6-8 (OR EQUAL) AT RATE OF 6 LBS. PER 1000 SF, AND WATER IN BY HAND. THE MEDIANS SHALL BE MAINTAINED BY THE DEVELOPER FOR A PERIOD OF 90 DAYS, OR UNTIL PLANTS ARE DEEMED ESTABLISHED AND THE IRRIGATION IS OPERATING PROPERLY TO THE SATISFACTION OF THE PARKS AND RECREATION DIRECTOR, WHICHEVER PERIOD IS LONGER. A MAINTENANCE SCHEDULE SHOWING PROPOSED ACTIVITIES AND FREQUENCIES SHALL BE SUBMITTED TO THE CITY FOR APPROVAL AT TIME OF ACCEPTANCE OF MEDIAN LANDSCAPE CONSTRUCTION, AND PRIOR TO COMMENCEMENT OF THE LANDSCAPE MAINTENANCE PERIOD. AT THE TIME OF FINAL ACCEPTANCE, THE CITY SHALL BE GIVEN ALL CONTROLLER ENCLOSURE KEYS, QUICK COUPLER KEYS, OPERATION MANUALS, AND OTHER ITEMS CALLED OUT IN THE APPROVED PLANS AND SPECIFICATIONS AND NECESSARY TO MAINTAIN THE LANDSCAPE. SHRUB PLANTING D ETAIL I fl Z ZC z z C cu 11 SIDEWALK STREET SURFACE METER BOX WIMETER CURB "AS BUILT" APPROX. 8 POTABLE MAINLINE 13.5 FEET (SEE IMPROVEMENT DRAWINGS) P. E. _______ EXP. DATE F REVIEWED BY, - JINSPECTOR DATE SHEET CITY OF CARLSBAD 1 SHEETS 19 J N4INt-DEPARTMENT 1 19 IMPROVEMENT PLANS FOR: IRRIGATION AND PLANTING DETAILS, CONSTRUCTION AND PLANTING SPECIFICATIONS LA TERRAZA EL CAMINOALMEDIAN APPRO~ ________________________ 7'f .II5j - — CITY ENGINEER/PE 23889 EXPIRES 12/31,7 DATE 12 MINIMUM REQUIRED VERTICAL SEP,4RATION SLEEVE RECLAIMED WATER IRRIGATION MAINL!NE 9~~ NOTE: ALL RECLA IMD WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN: STANOARD SPECFICAT7ONS FOR PRiVATE IRRIGATION SYSTEMS -CARLSBAD RECLAMAflCN RULES AND REGUL4T1cS FCR CCNSTUCT7J CF RECLAIMED WATER MAINS OC-T..* 19413 - POTABLE MAINLINE CROSSING 24 1210 MINIMUM (j POTABLE SERVICE LINE 1C MINIMUM TO POTABLE MAINLINE IN STREE$-' RECLAIMED WATEFLIRRIGA17ON MAINLINE WISLEEVE NOTE: VERT7CLE CLEARANCE OF 12 MINIMUM IS MN'lDATOEiY tM-lEN CROSSING PATH OF A,PO TABLE WATER UNE. INS TA L LATTON OF RECLAIMED WATER IRR1GA770V MAINLINE 24 FROM FACE OF SIDEWALK WiLL PROVIDE THE NECE$SARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET POTABLE-SERVICE LINE CROSSING DATE iINITiAL f__•- DATE _IN111AL j DATE INITIAL OWN BY: _______I I PROJECT NO. II DRAWING NO. CHKD BY: H PD __338-6 ENGINEER WORK j REVISION DESCRIPT m iON o Anyj aIY ov1'.i RVVDBY L_çI%11 CMWD 93-503