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DWG 456-4; MS 04-20; FOX MILLER; 01-13
GENERAL NOTES 1, TH/$ PV.N SUPERSEDES ALL OTHER PV.NS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SIT OF Pl.ANS. 2. APPROVAL OF THIS PV.N DOES NOT LESSEN OR WA/VE 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. TH£ ENG/NEER /N RESPONSIBLE CHARGE SHALL REV/SE THESE PV.NS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PV.NS DOES NOT REL/EVE THE DEVELOPER OR ENG/NEE:R- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PV.N REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY -WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITT£E'S POLICY IN THE MIN/MUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE: OF LIABILITY. THE INSURANCE COMPANY WRITING DiE: POLICY MUST HAY£ A RATING OF •A-• OR BffiER AND A SIZE CATEGORY OF CV.$$ V OR BETTER A$ ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE Pl.ANS MAY BE REQUIRED IF TH£ PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE OAT£ OF THE IMPROVEMENT AGREEMENT. 7. NO REVISION$ WILL BE MADE TO THESE PV.NS WITHOUT THE WRITTEN APPROVAL OF TH£ CITY ENGINEER, NOTED WITHIN THE REVIS/ON BLOCK, ON THE APPROPRIATE $HEIT OF THE PV.NS AND TITLE SHEET. 8. ORIGINAL ORAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNEO BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING $HALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES $HALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF; (A) SUMMARY SHEET, (B) V.BORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENG/NEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANIC$. THE $OIL$ REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT($) $HALL 8£ IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF TH£ FIELD TESTS. 12. A PRECONSTRUCT/ON MEEDNG SHAl L BE Hfl D AT THE SITE PR/OR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVE$ RESPONSIBLE: FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL ODi[R ASP[CTS OF THE: WORK, THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO $TARTING CONSTRUCT/ON. APPROVED DRAWING$ MUST BE AVAIV.BLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRE:CONSTRUCTION MEETING WILL BE MADE SY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891, INSPECTION REQUESTS MUST BE R£C£NED PRIOR TO 2:00 P.M. ON Di£ DAY BEFORE lli!S INS&QTJON IS NITDffi INSPECTIONS WILL 8£ MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS V.TER. 14. THE OWNER ANO/OR APPL/CANT THROUGH TH£ DEVELOPER AND/OR CONTRACTOR $HALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND RE:GUV.TIONS. 15. THE CONTRACTOR SHALL CONFORM TO V.BOR CODE SECTION 6705 BY SUBMITTING A DETAIL Pl.AN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HIIZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALL-IT/ON THEREIN. THIS PV.N MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH ANO APPROVED BY TH£ CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PV.N VARIES FROM THE SHORING SYSTEM STANDARDS fSTARI JSHFD RY THF CONSTRUCTION $AFFJY ORDERS TITI F 8 CALIFORNIA ADMINISTRATIVE CODE, THE PV.N SHALL BE PREPARED SY A REGISTERED £NG/NEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 1 B. IF ANY ARCHAEOLOGICAL R[SQURCfS ARE DISCOVERF;D WITHIN ANY WORK ZONF; DURING CONSTRUCTION, QPERADONS W/11 CEASIS IMMWIATfl )". AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRNAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRAD/NG OPERATION$ $HALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAIV.BLE AT THE £NG/NEER/NG DEPARTMENT COUNTER.) 18. ALL OFF -SITE HAUL ROUT£$ SHALL 8£ SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE F'OR ANY DEBRIS OR DAMAGE OCCURRING ALONG TH[ HAUL ROUTE OR ADJAC[NT smms AS A RESULT OF Di[ GRADING OPERATION. 19. NO BV.ST/NG SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BV.STING PROGRAM. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCT/ON PV.N$ WERE OBTAINED BY A SEARCH OF THE AVAIV.BLE RECORD$. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURE$ NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE Pl.AN$. THE CONTRACTOR /$ REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PV.NS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. TH£ CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVIS/ON$ OF THE CONSTRUCTION PLANS IF IT 1$ FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND $HALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)660-7343 AT&T (800)288-2020 COX COMMUN/CATIONS (760)805-9809 TIME WARNER COMMUN/CATIONS (760)707-1000 CITY OF CARLSBAD (STREIT$ & STORM DRAIN) (760)434-2980 CITY OF CARLSBAD (SEWER, WATER & RECV.IMED WATER) (760)438-2722 HUNSAKER & ASSOCIATES SAN DIECO, INC PL\NNINC "707 Waples Soeet ENGINEERING San Diego_ Ca 9Z121 SVRVEYINC PH(ISl)SSl-4500· FX(BSB)SSJl.1414 STREET NOTES 1. ACTUAL STRUCTURAL SECTION$ WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENG/NEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,ON THE PRE:PARED BASEMENT SOIL. THE "R• VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGIN$, 2. STREIT LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PV.NS,UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PV.NS. NO DIRECT BURIAL STREIT LIGHT FOUNDATION$ WILL BE ALLOWED. ALL LUM/NA/RES $HALL BE ·cur OFF. TYPE, 3. ALL UNDERGROUND UTILITIES AND V.TERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE $HALL BE REINFORCED CONCRETE: PIPE WITH A MINIMUM D-LOAD OF 1,350 FOR PRNATE STORM DRAIN PIPES, UP TO 15• PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEIT AND BACKFILLED WITH J/4 • ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREIT AREAS AND REPV.CED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIP£ WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENG/NEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREIT TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY OF CARLSBAD V.NDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PV.CED IN THE STREIT WITHIN THE LIMITS OF WORK OF THIS PLAN PER $ORS DWG M19. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED SY THIS WORK SHALL BE RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL L-\ND SURVEYORS ACT. 10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENG/NEERING INSPECTOR. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY' DE CV.RE 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 DOES NOT RELIEVE ME, AS ENG/NEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: HUNSAKER & ASSOCIATES ADDRESS: 9 ZOZ WAPl Ci STREU CITY', ST.: $AN 0/FGO C.4 BY: TELE~~a~ ~MARTIN P.E. NO.: R'-"C""E..c4:r.s8""6"'-70,.__ _________ _ EXPIRATION DATE; _,.Bµl,-,30,,,_/..,_1,,.a ________ _ DATE, ~lo_,_/~s,,_/._o_& __ _ REFERENCE DRAWINGS CITY OF CARLSBAD DRAW/NG 352-3 OWNERS H.G. FENTON COMPANY 7577 MISSION VALLEY ROAD SUITE 200 SAN DIEGO, CA 92108 INDEX OF SHEETS NOTES AND LEGEND KEY MAP IMPROVEMENTS GENERAL NOTES TRAFFIC SIGNAL PV.N SIGNING & STRIPING PLAN STREIT CROSS SECTION$ SOURCE OF TOPOGRAPHY SHEET 1 SHEET 2 SHEET 3-5 $HEIT 6 SHEET 7 SHEET 8-10 $HEIT 11-13 VICINITY CITY OF OCCANS/0£ ,, MAP PROJECT SITE TOPOGRAPHY SHOWN ON THESE Pl.ANS WAS GENERATED BY SURVEYING METHODS FROM INFORMATION GATHERED ON DECEMBER 6, 2007 BY HUNSAKER & ASSOCIATES SAN DIEGO, INC. TOPOGRAPHY' SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. LEGEND OF ABBREVIATIONS BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM-1983, ZONE VI, 1991,35 EPOCH, NORTH AMERICAN DATUM OF 1983 (NAD83), GRID BEARINGS BETWEEN STATION 108 AND STATION 105 AS SAID COO RO/NA TES ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED BY RECORD OF SURVEY MAP NO. 17271, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON FEBRUARY 8, 2002. IE: N68'14'31"W AS SHOWN HEREON REFERENCED BEARINGS FROM OTHER DOCUMENTS/DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. THE COMBINED SCALE FACTOR AT STATION 108 IS D.999953230. GRID DISTANCE = GROUND DISTANCE X COMBINED SCALE FACTOR. BC BEGIN CURVE BVC BEGIN VERTICAL CURVE CL CENTERLINE EC END CURVE EVC END VERTICAL CURVE FS FINISHED SURFACE GB GRADE BREAK HP HIGH POINT LT LEFT LP LOW POINT MVC MODIFIED VERTICAL CURVE N. r.s. NOT TO SCALE PCR POINT CURB RETURN PRC POINT OF REVERSE CURVE RCP REINFORCED CONCRETE PIPE RT RIGHT SD STORM DRAIN ST. STREET TC TOP OF CURB VP/ VERTICAL POINT OF INTERSECT/ON PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER($) 212-020-23 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT /$ N 1978 E ___ 6=2=6=8~---- BENCH MARK DESCRIPTION: CONG. MON. W/STD. STAMPED ECR 15 LOCATION: 500' SO. OF INTER. OF EL CAMINO REAL AND PALOMAR AIRPORT RD. E. SIDE EL CAMINO REAL. ALONG FENCE LINE RECORDED: S.D. CO. PRECISE SURVEY LEVELS (R.S. 1800-1) ELEVATION: 296.48' DATUM: U.S.C.& G.S. IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A 0/GALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR DIGALERT 1.0. NUMBER CALL UNDERGROUND SERVICE ALERT Ar.· TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG 'l-/7-10 RtM /\ ''AS-!3ll/t.7"" DATE INITIAL ENGINEER Of WORI REVISION 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. CARLSBAD MUNICIPAL CODE. CITY OF CARLSBAD ENGINEER/NG STANDARD$. THIS $ET OF Pl.ANS. 1. 2. 3. 4. CITY OF CARLSBAD LffiER OF MINOR SUBDIVISION APPROVAL DATED 7/16/07 AS MODIFIED 9/13/07 AND PC RESOLUTION NO. 5167 DATED 10/04/05. 5. 6. THE STANDARD SPECIFICATION$ FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK). THE SAN DIEGO AREA REGIONAL STANDARD DRAWING$ AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. LEGEND DESCRIPTION RIGHT OF WAY' LINE PROPERTY LINE EASEMENT LINE A.G. PAVING/BAS£ GRIND &: OVERV. Y 8• MEDIAN CURB PEDESTRIAN RAMP TYPE "B• EXIST/NG 5• TYPE G CURS & GUTTER EXISTING PEDESTRIAN RAMP TYPE •A• EXIST/NG CONCRETE SIDEWALK STD. DWG. SE:E DETAIL SHEET J ). *GS-18 ,.G-27 ••G-2 ***G-27 **G-7. 0 G-9, **G-10 SYMBOL w,1,117A ===~=~::..~ ~-"·----- EXISTING PRIVATE STREIT LIGHT 9,500 LUM (HPSV) "*E-1, "E-2, ••M-21 o--{1 (MFCTR. AMERON, MODEL 581-24(201)) EXISTING DOUBLE STREIT NAME SIGN (DSN) WITH R1-1 $/GN EXISTING 1 o• H.P. FUEL LINE EX. IRRIGATION MAIN LINE EX. IRRIGATION CONTROLLER WIRES EX. IRRIGATION LINE SLEEVE EX. IRRIGATION CONTROLLER EX. IRRIGATION METER IRRIGATION MAIN LINE IRRIGATION CONTROLLER WIRES IRRIGATION LINE SLEEVE SDM-102 • CITY OF CARLSBAD/CMWD STANDARD DRAWING *' COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWING .,, AS MODIFIED BY THE CITY OF CARLSBAD STANOARDS ----------FL-- -------(i)------- -------@------- -------©------- -------@------- -------(i)--- - --- -------®------- QUANTITY 8,500 S.F. J,500 s.F. 1,720 L.F. 1 E.A. 3 E.A. 1 E.A. J';; -Ci~~-4/ , -!1-Ei!_ t~\f:i "AS BUILT" ~~ r/talro ENGINEER Of WORK R;-:;;C,,?0 EXP. (',, /3o/_/2 DATE ~(.~ REVIEWED BY: <::~L ,fv...._r I _--::'\ 3-fn/J_,i_ DATE R.C.E. NO. 48670 EXP. 6/30/10 1¢,ECTOR DATE I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 3 OFFS/TE IMPROVEMENT PLANS FOR: FOX MILLER LEFT TURN POCKETS@ EL CAMINO REALJCOLLEGE & COLLEGE/SALK lRAFFIC SIGNAL@ COLLEGE/ SALK APPROVED {U--;t. DAVID A. HAUSER (·°P1fil- RC£ DQB1 E.XP. 1 :1 /JfJ DAE DEPUTY CITY ENGINEER DWN BY:~ PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY:~":t MS 04-20 456-4 DESCRIPTION OTHER APPROVAL CITY APPROVAL RYWD BY: 1 ' - R, \08 79\ ~Eng\ !Mprov eM ents \ 08 79 io D 1, d wg[ l□c t-01 -2008 ,1 I ,22 W.O. No. 2576-02 RTN : 121108 \ I ENGINEER'S NOTES 1. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, STREUS, UTILITIES, AND STORM DRAINS AR£ BUILT IN ACCORDANCE WITH THESE: PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, TH£ CONTRACTOR $HALL REQUEST AN /NTERPRUATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT (858) 558-4500. 2. THE: CONTRACTOR SHALL VERIFY ALL STAKES FOR ACCURACY AGAJNST APPROVfD PLANS, PRIOR TO TRENCHING OR FORMING AND SHALL BEAR THE COST OF ALL REWORK THAT RESULTS FROM PROCEEDING USING INCORRECT STAKES THAT ARE NOT VALIDATED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. J. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT MIGHT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (GRAVEL BAGS, HAY BALES, TEMPORARY DES/LT/NG BASINS, DIKES, SHORING, ETC.) UNTIL SUCH TIME THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY THE OWNER. 4. THESE PLANS SHOWN THE MINIMUM IMPROVEMENT REQUIRED BY THE APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APPROVAL. FIELD CONDITIONS MAY DICTATE ADDITIONAL IMPROVEMENTS. THE COST OF ANY ADDITIONAL IMPROVEMENTS SHALL BE BORNE BY THE CONTRACTOR. ANY ADDITIONAL TESTING BY THE SOILS ENGINEER OR OTHER PROFESSIONAL$ SHALL BE COMPLETED, AT THE CONTRACTOR EXPENSE. 5. PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION, WHICHEVER OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK IN WRITING, WHENEVER THESE PLANS SEEM UNCLEAR. 6. THE CONTRACTOR SHALL NOTIFY THE SURVEYORS 48 HOURS PRIOR TO BACKFILLING TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL OBTAIN NECESSARY FIELD SHOT$ TO PROVIDE THE ENGINEER OF WORK WITH A LETTER OF CERTIFICATION STATING THAT ALL IMPROVEMENTS ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE LINES AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL ITEMS REQUIRED BY THE APPROVING AUTHORITY. 7. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A SIGNED SET OF THESE PLANS ONSITE AT ALL TIMES FOR USE BY THE ENGINEER OF WORK, SOIL$ ENGINEER AND THE CITY INSPECTOR. THE GENERAL CONTRACTOR'S SUPERINTENDANT IS REQUIRED TO UPDATE SAID PLANS WITH AS-BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID PLANS SHALL BE CERTIFIED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE UPON COMPLETION OF THE PROJECT, AND BECOME THE PROPERTY OF THE ENGINEER OF WORK. 8. CONTRACTOR SHALL SECURE TRAFFIC CONTROL PERMIT PRIOR TO CONSTRUCT/ON. HUNSAKER & ASSOCIATES SAN DIEGO. 11'4C PLANNING ,101 Wop~, Street ENCINEERINC San Diego. C. 92121 SURVEYING PH(8SB)558·'500· FX(858)55H414 ' \ ', ' ' \ \ APN 212-130-5 APN 212-130-4 LOT 4 MAP 15253 / / i:,:i :::i z, ~I < I ~I U) I I I I I ! \ \' I 1, I I \ 0) I I ', I ', ' I I I ' ' I I I I I I I I I I I ' . / , KEY MAP I ------- APN 212-130-3 / / I I I / .I I / -- I . ------------...______ . --. ---------- 1//?ho r., L All 'J\ "AS-JWtl.r" DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION 150 0 150 300 -'-----450 SCALE !'= 150' LEGEND SUBDIVISION BOUNDARY RIGHT OF WAY ---------- SHEET NO. EX. FIRE HYDRANT EX. PRIVATE STREET LIGHT EX. STORM DRAIN EX. WATER LINE EX. SEWER LINE EX. STREET SIGN EX. DOUBLE STREET NAME SIGN PROPOSED a• MEDIAN CURB [)O<'.] (} . J- -------- ~'1-\l!ESS/o~ ' L>'.,i~~ -,.·.--,,'%, 9 ' ,io. C-4$670 ~ . 'tp. 06-30-12 J'I! r1~\\. ~~ ~f OF CA\.l<<:j A.G. PA VE:MENT AND BASE (THICKNESS PER T.I. AND 'R' VALUE) GRIND AND OVERLAY DETAIL I/OT ro SCAlo ,,AS BUILT,, ENGINEER Of' WORK 1/41&0 DATE ~~~~ ,LY _/ ~ ;o/0a REVIEWED BY: A"' , ~✓-&f. , AA c.l ~:) RAf?O. L MARTIN ATE q•,.23-10 R.C .. ~O. 48570 EXP. 6/30/10 INSJ>!:CTOR DATE I SH~ET I CITY OF CARLSBAD m ENGINEERING DEPARTMENT 3 OFFS/TE IMPROVEMENT PLANS FOR: FOX MILLER LEFT TURN POCKETS@; EL CAMINO REAL/COLLEGE & COLLEGE/SALK TRAFFIC SIGNAL@; COLLEGE/ SALK APPROVED f}/4Y DAVID A. HA'jER ,t:> /e. 7. o a DCPUTY CITY ENGINEER RCE naa1 EXP. /lh/ ~fJ 1 1n CATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY,*~ MS 04-20 456-4 OTHER APPROVAL CITY APPROVAL RVWD BY, R,\OS79\~Eng \!MproveMents\0879in02 ciwg[J□ct-01-2008•11,21 W.O. No. 2576-02 RTN • \ 121108 R/W 10' CAUTION!!! EXISTING 10" HP. FUEL UNE CONTRACTOR SHALL VERIFY LOCATION PRIOR TO CONSTRUCTION IN THIS AREA 1J1' ROW ~ ,,. O' o• 6" AC, 6" AB SECT/ONA-A N .. S. ACTUAL STRUCTURAL SECTION TO BE DET£RMINED BASED ON THE "R" VALUE TEST, APPROVED BY JHE CITY ENGINEER. T.I.; 9.0 13+00 14+00 R/W 10' 40 80 ---- SCALE 1 •-40' 15+00 PROPOSED PAVING BETWEEN EXISTING MEDIAN AND PROPOSED MEDIAN A 16+00 18+00 SCALES HORIZ. : 1 "=40' VERT. 1 "=8' EXISTING CENTERLINE DATA BEARING/DELTA RADIUS LENGTH REMARKS 13'05'07" 2000.00' 456.76' 2 N 74'27'51" W J4J.24' CURB DATA □ BEARING DELTA RADIUS LENGTH REMARKS 1 2'4J'0J" 2001.00' 94.91' 8" MEDIAN CURB PER GS-18 2 N 74'27'51 • W 104.94' 8" MEDIAN CURB PER GS-18 J 120' TAPER ..... PER CARLSBAD STD DWG GS-11 8" MEDIAN CURB PER GS-18 RDE~rf~aw=2=====l==+=i'-===,~===c;~=~~®~G~M~£~DIANii'iT~c~~~8;.c===================================~= -- EL CAMINO REAL HUNSAKER 120 & ASSOCIATES SAN DIEGO, INC PLANNING 9707 Waples Street ENCilNEERING San Diego, Ca 92121 SURVEYING PH(8'8)SS8•4500· FX(858)558·1414 ti" IRRIGATION LINE -----------------------------------.o 1100_ -i--0---------t----1-~~t~o--_----J--~ -J--0-= ----~1_t~t----=~ -~ ~-=.:-=-~~1: ~ u fj CONTRACTOR TO PROVIDE *PRIOR TO DISTURBING EXISTING MONUMENTATION, A SURVEYOR SHALL FILE A CORNER RECORD DOCUMENTING THE [)({$TING LOCATION. AFTER CONSTRUCT/ON, A NEW MONUMENT SHALL BE RESET TO PERPETUATE THE LOCATION OF' JHE EXISTING DESTROYED MONUMENT AND A CORNER RECORD SHALL BE FILED WITH THE COUNTY SURVEYOR. TRAFFIC CONTROL AND "AS BUILT" SECURE RIGHT OF WAY ENCROACHMENT PERMIT 2. ____ E_N_G-IN_E_E_R_O_F_W_O_R~K-----1 Rp~f (?=tl-?/;~~i) **CONTRACTOR TO VERIFY IRRIGA T/ON SYSTEM LOCATION AND SUPPLY THE CITY OF' CARLSBAD W/JH A DETAILED PLAN TO RELOCATE SERVICE, CONTROL WIRES, AND VALVES TO THE FIRST REMAINING MEDIAN PLANTER AS SHOWN. SAID PLAN MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION. /10 Rt,,¥1 4-'lc...L~"A=.S'--.M!.l/:!.Jlcel..c,T_" ________ +--+----+--:-+---:::-:-1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL REVIEWED BY: DATE IN ECTOR OF'FSIT[ IMPROV[M[NT PLANS FOR: FOX MILLER LEFT TURN POCKETS@ EL CAMINO REAUCOLLEGE & COLLEGE/SALK TRAFFIC SIGNAL@ COLLEGE/ SALK APPROVED DEPUTY CITY ENGIN(ER RC£ DWN BY: CHKD BY~ RVWD BY: EXP, PROJECT NO. MS 04-20 DAVID A. HfoSER ?708 0 E DRAWING NO. 456-4 R:\0879\&Eng\lmprovements\0879ia03.dwg[]Oct-01 -2008: 11 :19 W.O. No. 2576-02 RfN : 121108 R/W 102' RIGHT OF WAY 1 ' EX/Sr/NG MEDIAN EX. 6" CURB &GUTTf:R R/W 10' SYMBOL LENGEND £ EXISTING 3 • H.P FUEL LINE ~ EXISTING ELECTRICAL LINE ~ EXISTING TELEVISION LINE £ EXISTING TELEPHONE LINE I CONTRACTOR TO REMOVE EXISTING LANDSCAPING, CAP AND ABANDON EXISTING IRRIGATION, AND FILL OLD Pl.ANTER WITH CONTRACTOR TO PROVIDE TRAFFIC CONTROL AND SECURE RIGHT OF WAY ENCROACHMENT PERM.IT d :,: . Q • ~ 0 e ••::,: :,: \a! a 2 :J f5 2!: :,: .. i 91+00 ,-1. c::i .!>: 0 o:::i! 0 \0 e5 ! "-~~-,i; - f;l~I 1~ J-G~~T£LZT1;ir-;~;;;c_: ~-i~;irZ,/_~~,:7Z-~7~-; ( <! ~--I- DECORATIVE CONCRETE TO MATCH EXISTING, • ,,..,..., 70 we: !,/F/1:!IF/K..7K»J o,; 7/Jfl c,n7 ~,~ Q l;J :::i! Q ~ f-0 "' l.,J ~~a:, ~~i ~ -J ~ "-ov, EX. SIDEWALK 6, AB PER GS-18 EX. 5" AC, SIDEWALK SECTION B-B lli ~ CAUTION!!! EXISTING 3" HP. FUEL LINE CONTRACTOR SHALL VERIFY LOCATION PRIOR TO CONSTRUCTION IN THIS AREA NOT TO SCALE T.f.=8.5 85+0J./UN41.00'RT TYPE G-27B PED RAMP EX. 14" FL. TEE X FL. G. V. END CAP & TB ~ 12" EX. 2" IRRIGATIO ""· V. C.P METER SEWER STUB EX. F.M. SEWER STUB EX. 12" PVC CL-150 PER DWG 352-J .., ~I ~~ ~~ '-' C, \Q!l:: r.j:,:; SALK AVENUE PER DWG 352-3 EXISTING CENTERLINE DATA ( ) BEARING/D[LTA RADIUS LENGTH REMARKS 1 8'17'10" 2000.00' 289.24' 2 N 6'04'57" W 100.00' J 18'59'03" 1400.00' 48J.87' 40 0 40 80 120 SCALE 1 "= 40' REMOVE PORrJON OF EXISTING MEDIAN CURB EX 33• R.C.P. STORM DRAIN 8 £X. 10 • SL££VE FOR IRRIGATION PER DWG. NO. 239 1L EX. ST. LIGHT -~-J·==-~~-='"f -"'== REMOVENG PMOERD"IAN/ON ft)RB __j - LINE £X. 12" A.C.P. R.C. EXIST/ _ -- WATERLINE --d'\' --SAWCUT 88~ O EX. a· sL""wi,;;; I Q ~" "§:;?; RECLAIMED WATER :.: ...-: PER DWG 352-3 ).. ~~~B EX. DOUBL} ST. NAME !£ ~ B SIGN {R-1 -:i: 8 ~ 8 i:s~~ o; 0 ;~~! t '<I (j .. ~ ~ !!§ !!§ ., ii:! (0 '.:ciJ (j (j ~" <o !l:: ~~ ~;;.~~ .t; ~ f.'l f.'l :£ iil ., o:; :::i! :::i! CURB DATA □ BEARING/DELTA RADIUS LENGTH REMARKS 1 180·00·00· 1.50' 4.71' 8" MEOW/ CURB PER GS-18 2 7°11'42" 2005.00' 251,91' 8" MEDIAN CURB PER GS-18 J N 6"04'57" W 100.00' 8" ME:DWI CURB PER GS-18 4 6"56'22· 1394.00' 168,84' a• MEOW/ CURB PER GS-18 5 120' TAPER ..... MOD. PER CARLSBAD STD DWG GS-11 a• MEOW/ CURB PER GS-18 15 11·12·,a· 1067.00' 208.67' a• MEOW/ CURB PER GS-18 7 0·35•33• 2009.00' 20.78' 8" MEOW/ CURB PER GS-18 PROPOSED PAVINNGTJEJ'f/fMoVED AND £)(!$TING MEDIA PROPOSED MEDIAN w . . -- ---------------:::;: . ei ~ ?:8 ta a a:, "' EXIST. 14 • A.C.P- WATERLINE COLLEGE BOULEVARD ill le ., 0 -0 o; aci " .,; ~ ~ ~ ~ 0 0 d ~ 120 -o • !>: I<) "'~ c!. ~8~ <o 8 &'l .,; "' C Ch~~ <o"' ~~ ;!: ~ f5 0, O:,Q. EXISTING MEOW/ Pl.ANTER {TYP) _l C ei 0.: ;!; g ~ ~ d ~ t,.] .-10~ .,_10~ 1-fQ!.... 1-10· BAlfLINE 20' 10•-f-10'----10·-t-f O!.__ "' ~ -~--~ -~ ---- CENT£RLINE . '---,.,, EX. DETAIL: 120' TAPER CURB LINE MOO. PER CARLSBAD STD GS-11 NOT TO SCALE l.,J :,: ~..., 0 ;::: :,: 0 ~f;l 0 !>: t=: r,..: .. -f-0 ~:,:. il18: ~:~ -l;J . ~"' "' ~ . "' "' f;l Q "'$ ~:,: 6 c8 i!: ... f': CJ"'~ ~~~ ~ ~"' a.. ::Ju 00~ ~~~ § ei f-. !7 8~~ ~~i i' :::i!"' ~ ... Ch()~ Kl "' it ~ei O)l,l o_ , . . . .. . . . Pl/INNING E"-'CINEERINC SURVEYING R/W HUNSAKER &ASSOCIATES SAN DliCO, INC 9707 Waples Street San Diego, Ca 92121 PH(858)558·4500· FX(858)558-1-414 -.Bu lT" 1' 1 • 41' END REMOVAL OF EXISTING MEDIAN CURB, END PROPOSED MEDIAN CURB, END GRIND & OVERLAY, MATCH EXISTING 102' RIGHT OF WAY ---..._PROPOSED 8" MEDIAN CURB PER GS-18 SECTIONC-C NOT TO SCALE T.f.=8.5 HORIZ. : VERT. : 10' I) EX. SIDEWALK SCALES 1 "=40' 1 "=8' R/W ••CONTRACTOR TO VERIFY IRRIGATION SYST£M LOCATION AND SUPPLY THE CITY OF CARLSBAD WITH A DETAILED PLAN TO RELOCATE SERVICE, CONTROL WIRES, AND VALVES TO THE F"IRST REMAINING MEDIAN PLANTER AS "AS ILT" SHOWN. SAID PLAN MUST BE REVIEWED AND APPROVED ~~~~~ _J/;1}, BY THE CITY PRIOR TO CONSTRUCTION. ENGINEER or WORK DATE INITIAL DATE INITIAL DATE 'J·~.J-IQ_ DATE OF"FSITE IMPROVEMENT PLANS FOR: FOX MILLER LEFT TURN POCKETS@ EL CAMINO REAl,'COLLEGE & COLLEGE/SALK TRAFFJC SIGNAL@ COLLEGE/ SALK APPROVED DEPUTY CITY ENqlNEER RC£ 3,3081 EXP • DAVID 1 HAUSER _/Pe.?~ DRAWING NO. REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PROJECT NO. MS 04-20 456-4 R:\0879\&Eng\lmprovements\0879io04.dwg[)Oct-01-2008; 11 et 9 W.O. No. 2576-02 8/N: 121108 -------------------·-,_ - ::::: l-• -::::::: -::::-1-:::- ----1---- ::_:: ---------. --•-----+----· ----- i------___ ----·- . : __ _ l'LANNING ENGINEEJI.ING SURVEYING .:::.--:::: -----f---- f ::_::i:::: __ -----::-.. 1::_:: 40 0 HUNSAKER & ASSOCIATES SA'N DIEGO. INC 9707 Waples Street San Oiego, Ca 92121 PH(858)5515-4500 · FX{858)55!M414 --__ f __ _ -------·-· _____ L:_·· _::-__ -_--:::·-c-- ·· .. _· ...... :::::· ::::: 40;.._ __ _::80 SCALE 1 "~ 40' ::::-1 ____ :: :::_:_+:_:_:-----f-----::::: :·:::. ·.:: -.J:_::: ------f-•---·· .......... f-•-:::_ :::·: ::.::: :.:._:_(_'. __ ·_ ··.:..:..::,_:_·· ---j::::·· :: __ : ___ :::-J____ ---::J::::: ------1---(---· :::::· : : : ::-::: : : : 7=: :: :: : t------..... ---.. ~ - - - ----:.:::J-:::::j:::::: ------ ------.. :::. ----· R.C.:-\__ - 81f00 EXISTING_), MEDIAN PER owe JS2 3 • • •• ----- . j---• • -----• --___ 1-:::::. . -·::1-:. : __ :: ::::: EXIST. 10• _______ D.I. F.M. S£WER " EXIST. 12• PVC SEWER ~----,,PER DWG J52-J "' ..; -82f0D 0 EX. ST. LIGHT PER DWG JS2-3 I ---/ EX 3J" R.C.P. I/"' STORM DRAIN 0 I 1--- BJ 00 EX. ra· R.C.P.----il STORM DRAIN 11 EX. FIRE HYDRANT PER DWG 352-J __ ,II- ' =-=--------------- ---l--•· ..•.. · COLLEGE BOULEVARD 40 120 EXISTING CENTERLINE DATA l J BEARING/DELTA RADIUS LENGTH REMARKS 1 14"19'26" 2000.00' 500.00· 2 8"10'38" 1400.00' 199.81' J N 2J'07'J1 • E: 263.23' 4 N 22'55'5♦" E 106.96' ····· .: ::_-_-1:::::: ··: ___ --.-:_)__::-:_:: ---- ---~ -------------~ ~ - - 0 40 SCALE 1"'"=-40' ----------~-----____ --.:::: -=-=---:· ----------::_:: )____ :::::: :::_ - EX. JJ" R.C.P. _,,,. STORM DRAIN --- ..... --------------···-- : -=--- ---- :::::.1-:.::· ---------. -----------------·· ::· ,-- COLLEGE BOULEVARD 80 120 ' DATE INITIAL ENGINEER Of WOR, REVISION :::::· ------- --1--· ----+--: ~:::-- :::::. ----··· ---------.. :.::':::: .. ---__ , ___ --···-· ---·· - -+-- :.:.:: ::_::_ ------l------__ [___ --··· -1----.-.----••.. -1-------1----------____ _)_ __ :::::::J::::--------. •=-:::: ]::::·: -_:::· ----- _-__ =:=:: -. . ----- -------------· ----· ···-------:::: :· •:::::. ::::::t: :: :-::=: :- -···--· ,---- -----, _____ ···--· ..... -----····· -----f------- ------ -------::.: __ ---- HORIZ. VERT. 1 "=40' "' ..; ' REAL 1 "=8' 99+00 ' ,•. ' •. .. DESCRIPTION ---- 98t00@ 10Qf00 \.") M ~ ~ EX. \RAFFIC SIGNAL N \ ' b / EX. TRAmC SIGNA~/ rr HAND HOLES ; !.../ ' , I I EX. ST LIGHT TRAFFIC SIGNAL Je ST. NAME SIGN EL CAMINO REAL SEE SHEET 3 CAUTION!!! EXISTING 10" Ii P. FUEL LINE CONTRACTOR SHALL VERIFY LOCATION PRIOR TO CONSTRUCTION IN THIS AREA ENGINEER or WORK "AS BUILT" --"-¥"'~e~/JkL _2/4~/to (p/.3o/l2. DATE RCE EXP. . R~ R.C.E. /#/4 REVIEWED BY: ', J¼I.C.AA ~Q .. d,L__~~- INSi'tCTOR q-z.r · ,o ND L. NO. 48670 6/.30/10 DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DATE DATE I SH;ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT OFFS/TE IMPROVEMENT PLANS FOR: FOX MILLER LEFT TURN POCKETS@ EL CAMINO REALCOLLEGE & COLLEGE/SALK TRAFFIC SIGNAL@ O)LLEGE/ SALK APPROVED Dl:PUTY CITY ENGINEER RCE DWN BY: --.=1-- CHKO BY: U~ RVWD BY: 'QI..___ '3081 EXP. I DAVIO~bS[R I~., :t , J .,, / 1 n o TE. PROJECT NO. MS 04-20 DRAWING NO. 456-4 R:\0879\&Eng\lrnprovernents\0879io05.dwg[]Oct-01 -2008:11 :15 W.O. No. 2576-02 RTI-J 121108 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. GENERAL NOTES -TRAFFIC SIGNAL: THE LOCATION OF ALL UNDERGROUND UTILITIES ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THIS PLAN, AND VERIFY ALL JOB SITE CONDITIONS. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY AGENCIES AT LEAST 46 HOURS IN ADVANCE OF CONSTRUCTION. ALL NEW PULL BOXES AND COVERS SHALL BE CONCRETE UNLESS OTHERWISE SHOWN. PULL BOX COVERS SHALL BE MARKED WITH "TRAFFIC SIGNAL". ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE SPECIFIED. MAXIMUM PULL BOX SPACING SHALL BE 200 FEET. ALL CONDUIT SHALL BE 3" UNLESS OTHERWISE SPECIFIED. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3" CONDUIT INSTALLED TO THE ADJACENT NO. 5 PULL BOX. THE CONTROLLER FOUNDATION SHALL HAVE A SPARE 3" CONDUIT STUBBED OUT TO THE ADJACENT NO. 6 PULL BOX FOR FUTURE USE. ALL NEW LOOP DETECTORS TO BE TYPE "E". LOOP DETECTORS SHALL BE 6' DIAMETER WITH 10' SPACING AND POSITIONED IN THE CENTER OF LANE UNLESS OTHERWISE SHOWN. FRONT LOOPS SHALL HAVE FIVE (5) TURNS. ALL OTHER LOOPS SHALL HAVE THREE (3) TURNS. LOOPS SHALL BE SEALED USING HOT-MELT RUBBERIZED ASPHALT SEALANT PER CAL TRANS SPECIFICATIONS. SEE CAL TRANS STANDARD PLANS ES-5A AND ES-5B FOR DETECTOR LEGENDS AND DETAILS. THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE CITY ENGINEER OR HIS REPRESENTATIVE FOR THE LOOP DETECTOR LOCATIONS PRIOR TO ¢UTTING AND THE LOCATIONS OF THE STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND SIGNING PRIOR TO PAINTING AND INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY GRINDING. 15. ALL TRAFFIC STRIPING AND MARKINGS WITHIN A 500 FOOT PERIMETER OF THE CONSTRUCTION PROJECT SHALL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 16. THE CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARD MORE THAN TWO WEEKS PRIOR TO THE SCHEDULED TRAFFIC SIGNAL TURN-ON UNl!.ESS APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. 17. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK DURING FLASHING OPERATIONS. 18. 19. 20. 21. 22. 23. 24. 25. 26. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING AND STRIPING CONTRACTOR. EXISTING "STOP" AND "STOP AHEAD" SIGNS AND PAVEMENT LEGENDS SHALL NOT BE REMOVED UNTIL TRAFFIC SIGNAL(S) ARE OPERATIONAL OR DIRECTED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. NEW "SIGNAL AHEAD" SIGNS AND PAVEMENT LEGENDS SHALL NOT BE INSTALLED UNTIL TRAFFIC SIGNAL(S) ARE OPERATIONAL OR DIRECTED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS WHICH ARE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. TESTING OF CONTROL EQUIPMENT AND CABINET WIRING SHALL BE ACCOMPLISHED AT A FACILITY DESIGNATED BY THE CITY OF CARLSBAD. THE CONTRACTOR SHALL DELIVER AND PICK-UP EQUIPMENT. ~~~~i~~ii;~~iil~~~UF'c;~f:r~~~:~ED AS AN INSTALITION GUIDE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT OPERATION. THE CONTRACTOR SHALL COORDINATE SERVICE DETAILS AND SCHEDULING WITH SDG&E AND PAY THE REQUIRED FEES FOR SERVICE CONNECTIONS. ! ALL SALVAGED EQUIPMENT SHALL BECOME THE PROPERTYbF THE CONTRACTOR. UTILITY CONTACTS UNDERGROUND SERVICE ALERT SAN DIEGO GAS & ELECTRIC (SDG&E) AT&T TIME WARNER COX COMMUNICATIONS CITY OF CARLSBAD (STREETS & STORM DRAIN) CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) As Appropriate: SAN DIEGUITO WATER DISTRICT LEUCADIA WASTEWATER DISTRICT VALLECITOS WATER DISTRICT OLIVENHAIN WATER DISTRICT BUENA SANITATION DISTRICT (800) 22-4133 (800) 60-7343 (800) 192-0123 (760) 38-7741 (760) 06-9809 (760) 434-2980 (760) 438-2722 (760) 633-2650 (760) 753-0155 (760) 744-0460 (760) 753-6466 (760) 726-1340 GENERAL NOTES -STRIPING & SIGNING: 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), THE CAL TRANS STANDARD SPECIFICATIONS (2006 OR LATEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. 6. ALL SIGNAGE SHALL BE REFLECTIVE PER CAL TRANS SPECIFICATIONS AND SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 7. PRIOR TO FI.NAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL Si"REET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 8. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 10. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CAL TRANS STENCILS. 11. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 13. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 14. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 15. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 16. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 17. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET WITH STRAPS. 18. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 19. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. • . priority_ ENGINEERINGc. .. . .-~ ' ' DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR TRAFFIC SIGNAL PLANS FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER DESIGN OF THIS 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 THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME AS ENGINEER OF WORK AND OF MY RESPONSIBILITIES FOR PROJECT DESIGN. LLA~ ENGINEER C~s 98t/ LICENSE# 1011/1.cc8 DATE NOTE: IF THIS TRAFFIC SIGNAL IS NOT INSTALLED WITHIN ONE (1) YEAR OF CITY APPROVAL, PLANS MUST BE RESUBMITTED FOR PLAN CHECK NINETY (90) DAYS IN ADVANCE OF BEGIN CONSTRUCTION DATE. NO WORK SHALL BEGIN ON THE TRAFFIC SIGNAL WITHOUT PRIOR WRITTEN APPROVAL BY THE CITY ENGINEER. - ENGINEER or WORK -·, r -+ .. ·.-; ,- "AS BUILT" "~~!1:tf;, 16rlto DATE ✓ '7'i{l £ tok/~ REVIEWED BY: '7M'-""'-~ ~•.,·a "' ~ D L. MARTIN f DATI 'f•~5 '1-0 a.L·NO. ""70 EXP. 8/50/10 INSPEtTOR DATE I SH~ET I CITY OF CARLSBAD m ENGINEERING DEPARTMENT 3 TRAFFIC SIGNAL PLANS FOR: FOX MILLER LEFT TURN POCKETS @ EL CAMINO REAUCOLLEGE & COLLEGE/SALK TRAFFIC SIGNAL @COLLEGE/ SALK APPROYEDJ' .... ~ d DAVID A. HAUSER ~-toL .. 7/ot. DEl'UTY CITY ENGINEER RCE ,).~Qll I EXP. r / -.,1/fn CATE 9//1/to Rt.NI /i"\ ",AS-Btl/LT" DWN BY: ~ PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION CHKD BY• ~R MS 04-20 456-4 ENGINEER or WOR OTHER APPROVAL CITY APPROVAL RVWD BY: f< ~-------------------------------------------------------------------------'----------------~-~--------------~---------------------w.o. No. 2576-02 121108 WORK TO BE DONE: THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THIS PLAN AND: 1. 2. 3. 4. 5. 6. THE CITY OF CARLSBAD SPECIAL PROVISIONS. CALIFORNIA DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS (2006). CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS (2006). THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA). STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2003 EDITION). SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (2006 EDITION). CONSTRUCTION NOTES: NO. @ ® © ® CD POLE AND EQUIPMENT SCHEDULE STANDARDS YEH. SIGNAL MTG. PED. SIG. P.P.B. PLACEMENT SIGNAL LUMIN. Luminare TYPE HEIGHT M.A. M.A. MAST ARM . POLE MTG. ,I QUAD A B 1-A 10' --TV-2-T SP-1-T 4 N . --17' - 26-4-100 30' 45' 12' SP-1-T 4 N I~ W-HP-S-SEE PLAN .2-MAS SV-2-TA - 19-3-100 30' SP-1-T ( SEE PLAN 25' 12' MAS SV-2-TA 8 s --2-/iG W-H P-S- ' 19-3-100 30' 30' 12' MAS SV-1-T SP-2-T 8 S1 -2fiOW-HP&-13' - 2 E ' •. 15TS 30' -12' --SP-1-T 2 w -z50W-HPS-16' - • ' NOTES: ~~ 1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE SPECIFIED. 2. ONTRACTOR SHALL POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES AND MASTARMS. C 3' 7.9' 7.5' 3' 3' I.1.S.N.S. - Salk Avenue College Bl Salk Avenue - ' 3" C., SIC TO EXISTING CONTROLLER AT EL CAMINO REAL AND COLLEGE BLVD (APPROX. 1400' I;_ TO CV 345' TO CONDUCTOR SCHEDULE I CONDUIT SIZE AND RUN NUMBER AWG SIZE J' J" J' J' J' OR POLE OR CIRCUIT CABLE lYPE & & fil fil & 12 POLE -A /-/-/-.Yi Y, CONDUCTOR B /-Yo /-Yo Yo C Yo Yo /-Yo Yo D ~ /-Y, Y, Y, 3 CONDUCTOR TOTAL Yo l1/o Y, ½ ½ #12 I/SNS 2 2 2 2 2 #10 LUMINAIRES 2 2 2 2 2 TOTAL 4 4 4 4 4 ~ VIDEO POLE -A -----i= COAX BELDE POLE -B -1 /1 --1/1 --- rn ~i~Wv~~:rf~~~Wo{~~ii-i~~~~fij.~~~~z~Zi~~~ ----_] L!) a, + ..;-® COLLEGE i OULEVARD X-WALK ~ 8281) ; POLE -C 1 /1 1/1 -1/1 - POLE -D --1/1 -- [3J [1] [5J [fil [Z] --SHOWN ON THIS PLAN. THE CONTROLLER UNIT SHALL BE EQUIPPED WITH THE FOLLOWING: ---. • TYP~CN,.LOCAL INTERSECTION CONTROL PROGRAM SOFTWARE ------'" • MODEL 4122PROM ~QY._LJ;.W!Jlt2?2~§~f'_BQJ,1,E'l}Q.Q&.A.Jx1JvllNJlQ.!;:1Je,.~., .. ~-·,~--~--..-,•·r-..--,,--r"__,,. • MODEL 404 MODEM [•MEtitA·:f_~YE!,3;~1:_!.!::;_f?.f'!~!:!}._Y w/8 llNes )(4-0 CoLtiMN9 4 LE.l> ~UK.LI~ /NG .. _____ .. • TWO MODEL 752 DUAl PRIORITY DISCRIMINATOR CARDS ~US/3 .i. O Hosr /SlAV£ INT£K F,. ~ £ LOCAT. t:, • EDI MODEL 2010ECL CONFLICT MONITOR UNIT ON TIii! Fl?&Vr EIXE OFT/IE B<>A~D pi,!( THE CABINET SHALL HAVE A PULL-OUT DOCUMENT TRAY. AN ~{Mf,{:h'bY/i{i.EPOWEFf~---~----~ SYSTEM {UPS) SHALL BE INSTALLED TO PROVIDE A MINIMUM OF 8 HOURS RED FLASH OPERATION AT INTERSECTIONS USING RED LED SIGNAL INDICATIONS AND PROVIDE CONTINUOUS POWER CONDITIONING TO THE CONTROLLER (CLARY SP 1000 SERIES OR APPROVED EQUAL}. THE UPS POWER INVERTER SHALL BE RACK-MOUNTED WITHIN THE MODEL 332 CABINET. BATTERIES FOR THE UPS SHALL BE HOUSED IN A NEMA 3R RATED CABINET MOUNTED TO THE SIDE OF THE MODEL 332 CABINET PER CAL TRANS SPECIFICATIONS. BATTERY,..Qf,.6IN!;J .. QQQ.,R.,~.a._1;..f.9l.11E!:W,.\'X!l.l:iMJ;.Sr,QQMJ;> LOCK CORE AND LOCK.@5 L \G\\Tl"E7 -T~C ~: :'.r?R5EY ~!"R\t:.4. s,qrnv t.\GI\T& • c:::.::::::::::.,;.A....-........__~ ..... ~ .... .,.. ..... .,.-.... --;.:::_ .......... , ........... ~--.•.......:~--.... -." ... J.,• . .,-~ .. •~-• ...... •··, INSTALL TYPE Ill-BF SIGNAL AND LIGHTING SERVICE ENCLOSURE PER SDG&E REQUIREMENTS. PROVIDE 50A-1P, 120V SIGNAL METERED CIRCUIT BREAKER, 15A-1P, 120V 1.1.S.N.S. METERED CIRCUIT BREAKER, 30A-2P, 240V LIGHTING UNMETERED CIRCUIT BREAKER, SERVICE CABINET SHALL BE FABRICATED FROM ANODIZED ALUMINUM SHEET. INSTALL VIDEO DETECTION SYSTEM (ITERIS VANTAGE EDGE OR APPROVED EQUAL) TO PROVIDE VEHICLE AND BICYCLE DETECTION FOR ALL APPROACHES AS SHOWN ON PLANS, INCLUDING VIDEO DETECTION PROCESSORS AND VIDEO MONITOR IN THE CONTROLLER CABINET, VIDEO DETECTION CAMERAS AND ALL WIRING AND ANCILLARY EQUIPMENT. VIDEO DETECTION SOFTWARE SHALL BE LATEST VERSION. INSTALL SINGLE CHANNEL E.V.P.E. DETECTOR UNIT (3M OPTICOM MODEL 711 OR APPROVED EQUAL). CONTRACTOR SHALL FURNISH AND INSTALL E.V.P.E. EQUIPMENT, MOUNTING HARDWARE, CABLE AND ALL OTHER HARDWARE NECESSARY. SEE DETAIL THIS SHEET. INSTALL MAST ARM-MOUNTED SIGN PER CAL TRANS STANDARD PLAN ES-7N, DETAIL "U'. SIGN TYPE AS NOTED ON PLAN. INSTALL 2" CONDUIT AND PULLROPE FROM TYPE Ill-BF SERVICE CABINET TO SDG&E SERVICE POINT PER SDG&E REQUIREMENTS. SDG&E TO INSTALL CONDUCTORS. VIDEO DETECTION CAMERA SHALL BE MOUNTED ON THE SIGNAL MAST ARM USING A MANUFACTURER-APPROVED RISER (PELCO "ASTRO BRAG" BRACKET WITH 74" RISER MOUNTED ON THE BACK SIDE OF THE SIGNAL MAST ARM) AS SHOWN ON THE PLANS. REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, ADJACENT PULL BOX AND CONDUCTORS AND BACKFILL. POLE AND FIXTURE TO BECOME THE PROPERTY OF THE CONTRACTOR. SEE SIGNING & STRIPING SHEET FOR SIGN RELOCATION. ~O_P_E_RA_T_IO_N_A_L_P_H_A_S_E_D_IA_G_RA_M_~~ .01 NOT USED .05 .02 .06 NOT USED .03 NOT USED 07 .04 08 8 ---_____ , 12' ---' ---R/W 3"C., 2-DLC 345' TO X-WALK 3"C., 2-DLC DETAIL A: SIGNAL POLE LOCATION N.T.S. VAR. TRAFFIC SIGNAL SERVICE POINT -~ EXIST. SDG&E TRANSFORMER co co ~ (/) -~-~®----L3" ~· 2-DLC, SIC --5 VIDEO / PqiER 3 16 _ ¢4P, "i/ j ', -~¢6 3 7 R73-5 CA 8 _.._ F-. . ,12P ITJ----..A.:i: i//Qf!A~ I! t,1/~;vr I.I~,' lrt' I i1 . ! /i I ! I . ' / , I I I j / i I ii I / ! I I ;: I I / I I I; I I i I I /II 1/1 I ,;--i._ _J / L _J :()ff-¢8 I ¢8 • , , J i ,;-;,: i j ;'(J ! 2"C., 2-# (LUMINAIRES) 2-#10(IIS ~) / 14 J ! iJ I I 12· ii 10· 14' I ,! I /! ,, 5 j I I I I R/W R3-18 R73-5(CA) TOTAL 1/1 2/2 1/1 1/1 1/1 112 f>IA --1 1 1 DLCM 111 +¢6 EVB -1 -1 1 ¢8 f>/C 1 1 -1 1 DLC 112 2 2 ¢6 2 2 2 2 TOTAL DLC 3 4 1 7 7 SIC 6 PAIR #20 1 1 -1 1 TOTAL CONDUCTORS/ CABLES 11 15 9 20 20 NOTES: 1. ALL CONDUIT AND CONDUCTORS ARE NEW UNLESS 011,ERWISE SPECIFIED. 2. SIC -SIGNAL INTERCONNECT CABLE APPROACHING VEHICLES STAINLESS STEEL BAN VPE DETECTOR MAST ----AIRM DETAIL B: EVPE DETECTOR MOUNTING N.T.S. DETAIL C: MASTARM MOUNTED SIGNS I priority E N G I N E E R I N G~- 23084 Maple Avenue Torrance, CA 90505 {BOO) 475-5557 ENGINEER or WORK ~k"~iq/2/4~ M D I.. IWfflN DATE R.C,L NO, 4"70 EXP. 8/50/10 SCALE: 1" = 20' 10 5 0 10 20 30 "AS BUILT" 'AY/),a..£ qlt 6 /, ~ r.,c.'--="'-"'"'-EXP. ~/ 30/12. DATE REVIEWED BY: "'-IM.C.w1-I.~ INS"""CTOR GJ·l!.•tO 0ATE 1---------+--+-----------+------+--+----+----1 rrJ CITY OF CARLS BAD LEj ENGINEERING DEPARTMENT 3 ~~~ t----+---1---------------t---+---t---t---i TRAFFIC SIGNAL PU.NS FOR: FOX MILLER LEFT TURN POCKETS @ EL CAMINO REAlJCOLLEGE & COLLEGE/SALK TRAFFIC SIGNAL@ COLJ.EGF) SALK 1-----+----1-----------------+----+---+--1-------.1 APPROVEDJ''ji:' /'1 , ~/ DAVID A. HAUSER l/.-~ 11,A._7/,,f .. DOJUTY CHY ENGINEER RC[ .J,3081 EXP. r / (/ , , , OA'"f£'7 r:.,_:-.0-7/0~0-+l?-.l ,,,,--1.-,/ 1"'·\-,,;-'.A:--t:-:---13=-u:-::1-,-;L-,-T-.,---, --------t-----1---+---t----1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER Of" WORr REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: ~ CHKO BY•,?i RVWD BY: PROJECT NO. MS 04-20 DRAWING NO. 456-4 L...-----------------------------------------------------------------------------------------------------------------·--,--" ___ , __ _ W.O. No. 2576-02 SIGNING NOTES: IT] EXISTING SIGN TO REMAIN. [TI INSTALL NEW SIGN AS SHOWN. [I] REMOVE R1-1 "STOP" SIGN AFTER TRAFFIC SIGNAL IS OPERATIONAL. [TI REMOVE AND SALVAGE EXISTING SIGN. PM "SIGNAL" EX. ROW JOIN EXISTING PM BIKE LANE LEGEND & ARROW 4" WHITE SOLID 50' COLLEGE BOULEVARD ------ ... ___ •-.,_, ----- "·•-co --... ~ := ~ ~--·~-. · · -. ~too . ,_,_____ - -.:::---.. - °" ~ .. '""' --- °" ~ -- R26 1 W1-7 OM1-3 4' ~2· 10 I I I I \_EX. ROW ..J..LJ_S E::-::,E---'-S...J.IIH="E E'=T,-1-9~ SALK AVENUE <PMi•s1GNAL" PM "AHEAD" /39A)200' 38 500' N N co 1 R4-7(18"X24") OM1-3 12"X12" -- -- E BUS STOP -- ----p M TYPE IV(L) 3' RAISED CONC. MEDIAN SEE CIVIL PLANS 39 GR -- p M TYPE IV(L) -- -- STRIPING NOTES: PAINT PER CAL TRANS DETAIL XX. INSTALL 12" WHITE CROSSWALK (THERMOPLASTIC). INSTALL 12" WHITE LIMIT LINE (THERMOPLASTIC). REMOVE EXISTING CONFLICTING STRIPING AND MARKINGS BY GRINDING. INSTALL PAVEMENT MARKING OR LEGEND INDICATED (THERMOPLASTIC). BEGIN 200' TRANSITION -- ----- ... SCALE: 1" = 40' 20 10 0 20 40 I priorit: ,~ ENGINEERING 60 ~~" EHG\ ~ 23084 Maple Avenue Torrance, CA 90505 o,, CA~I' "AS BUILT" ~--f'-~r .._ -:_-·}/.,'t:'J (800) 475-5557 . ,< :-.,,') L ,::.~ ~~~ 1/tr!to /.}:;'/'.'?-'-_,)\> ··~4f>.. -,.,; ,-'.:,~' '!.~,,;-·· ·''.%; ·0 r-::.f:,· ~ ~ <:;-, •.i;:_ -1_0 r. . .1-a~:-o p, ENGIN .ER or WORK '"" ,,,,..,.,, ~, DATE "'\ u~-o,.:,.O,.lJ - ~,(~11,..L ,-o/)7~ \ '.• ( 'I.. ·'t-REVIEWED BY: t.·., > .. ~. -N, ,,~.:<..; <:l 1M ~ ~,J~ ·-c{f (i'c~.1:~1-'' .• "l ·"l~• I \'l •-,a~ RA L. MARTIN • DATI /4 ';j _' \~1 ,_ -\ R,C,IL NO. 4"70 ~. 8/MJ/10 INSPECTOR DATE i I SH~ET I CITY OF CARLSBAD ~ ' ENGINEERING DEPARTMENT 3 ' I SIGNING & STRIPING PU.NS FOR: FOX MILLER . LEFT TURN POCKETS @ EL CAMINO REAI)COLLEGE & COLLEGE/SALK T~~ SIGNAL@C01LEGFJ SALK APPROVED ,,Oe,/" ~ DAVID A. HAUSER l'o/z.r/ol ,3,3081 CAit ' DEPUTY CITY ENGINEER RCE EXP, r /-.nrlQ 'f /17/;,, Rl.,\11 II\ "A.l!-Bu!LT" I OWN BY: . PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKO BY: .,,,...,. MS 04-20 456-4 REVISION DESCRIPTION OTHER APPR9VAL RVWD BY: .., ~ r..1 ENGINEER or WORI CITY APPROVAL 121 i08 SIGNING NOTES: IT] INSTALL NEW SIGN AS SHOWN. [I) REMOVE R1-1 "STOP" SIGN AFTER TRAFFIC SIGNAL IS OPERATIONAL. QJ INSTALL NEW SIGN ON EXISTING TELESPAR POST. I I I I I i I I J I COLLEGE BLVD SEE SHEET 8 11 I I ' W1-7 OM1-J TYPE IV(L) I j I I ! ! I I ' I I / ! / ! I ' ! I ! ' i i I I i ! i I ! COLLEGE BLVD SEE SHEET 8 GR -- -"' --=-t-----<O -- ~EX. ROW -R26(CA) -- ------ -- 22 EX. ROW SALK AVENUE "..q- ~ 0 ~ ro N p M TYPE IV{R) TYPE IV(L) BEGIN TRANSITION L=162' END T~ANSITION L=162 I I I 1 R26(CA) STRIPING NOTES: dO!S PAINT PER CAL TRANS DETAIL XX. REMOVE EXISTING CONFLICTING STRIPING AND MARKINGS BY GRINDiNG. INSTALL PAVEMENT MARKING OR LEGEND INDICATED (THERMOPLASTIC). I I I ---- 90' Rt~lRSt 1.b-PtR a R=1272' 6+00 +00 0 0 N -- p M TYPE Vl(L) ro N 38 •162' R=1262' L=162' GR --p M TYPE IV{L) -- priority E N G I N E E R I N GfNc. 23084 Maple Avenue Torrance, CA 90505 65984 EXP. e-J ~, i-, ENGi OF CA\. I ---- SCALE: 1 " = 40' 20 10 0 20 40 60 "AS BUILT' (BOO) 475-5557 ~--~E=N=G=1N=EE=R~o,~w=o=RK---~2..w~PJaL R~XP. 4,/3o//;i_ DATE l----t--!----------------l---+-___:_----1-__ j__--J SIGNING & STRIPING Pl.ANS FOR: FOX MILLER LEFT TURN POCKETS@ EL CAMINO REAIJCOLLEGE & COLLEGE/SAIK t----t--t-------------~1----1----1---1-----l FC===T=RAF~FIC SIGNAL@COLLEGF,I SAIK DEPUTY CITY ENGINEER RC£ I "AS·Bl/lLT" OWN BY:~+----',, DATE INITIAL DATE INITIAL A9 PROJECT NO. DRAWING NO, MS 04-20 456-4 i :, REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~~g :~~ ·2'VJ._ .___ __________________________________________________ _J, :~_L __ L=-=-=-=-=~==================~==-------1-----1---===-==========-====:::::::::J I , W,O. Nn. ?!ilfi-()? 121108 MODIFIED RAISED CONC. MEDIAN SEE CIVIL PLANS ! i I I . r f / i i I / ! ... / / / l r r j • I Io•' r i <!/oi / , t <!12'! I f J ' I / i I / / ,i f j I I r ! ! / ! / / I r ,fl I ! r I I I I ! I I I j , I 1/ I r ; f ' I ./ I .,./ o;/ . ! / j I i ! ! I J ! I l I d I j q j i'" ! ! i t I ~f 7J f I I I ~! j ! 1 r ! / I ! / / r / I / I i ' / I I / / i f j ; ! ; ! / // // : // .. ! " // / / ./; .. ! i; /; I ! I • I !, PE IV(L) FRESi-1 'EXISTING 500' TYPE IV(L) REfRESll 'EXISTING PE IV(L) REFRESi-1 'EXISTING STRIPING NOTES: @ PAINT PER CAL TRANS DETAIL XX. (EM) INSTALL PAVEMENT MARKING OR LEGEND INDICATED (THERMOPLASTIC). priority E N G I N E E R I N Gk. 23084 Maple Avenue Torrance, CA 90505 (800) 475-5557 ENGINEER or WORK RAYNONO L. MARTIN ' . R.c'.t. MO. 4H70 EXP. 1/30/10 DATI SCALE: 1 " = 40' 20 10 0 20 "AS BUILT" It "-~,;z'~ REVIEWED BY: VMc_ ~'i\J .. N INS~ECTOR 40 60 1/tvlti) DATE 1o_/slt11 DATE 1--+---+----------+--+--1---+----1~~C-IT_Y~O~F~CA~R~L=S=B~A-D~~ ~ _ ENGINEERING DEPARTMENT ~ 1--------11----+----------------+---+----1----+----1 SIGNING & STRIPING PU\NS FOR: FOX MILLER LEFf TURN POCKETS @ EL CAMINO REAIJCOLLEGE & COLLEGE/SALK TRAFFIC SIGNAL@ COLLEGF.' SALK APPROVEDJ•.-. / 2./~ DAVID A. HAUSER 1-------11----+----------------+---+---+---+----tl-,----__o~~•"gi:~=~.,.,,..7'.'0S,_,., 1;,J~,/01 DEP~T'I' C!Tt ENGINEER RC! " .,, ~ 1 EXP. 11~ ' 6-t /if) olri I ~,,,;,:,11:7:/J-:'/o~~l?~,LM;:;::.:~~//~' \:=':~:::~==-s;;;:t1:;;/,l=T== .. =================1=====t====t====t====! DWN BY: ~,-,,.-- DATE INITIAL >---D_A_TE___,_I_NIT_IA_L-+--_DA_T_E ~IN_IT_IA_L_,. CHKO BY, ,-p::t?";; ENGINEER OF WOR• REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: "U,t,,. PROJECT NO. MS 04-20 DRAWING NO. 456-4 ~----~--------------~-----~----~----------------· ·-----' -a.CJ 0~ 0 G) "T1 .I). (J1 -a. 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NO. 48670 EXP. 6/30/1 D JN<J:>[CTOR 10 Js/z,,.10 DATE -HH-+++++++-l---+-HH-t-++++-+-+-+-+-+-H-+-t+++---t+-+-+-1-----r H-t-++++-+-+-+-+-1------t----t--7--+++---t+---Hl-----1-----H---+--i-++++-+-I---+--+-+----t--t--+ + +-H---+--+ +--+-Hl-----1-----r+ +--H-++ ---+---1-----H-, +-1-----H-,-r+-+-+-++---r tlii+lt++t:t+t--!=ITT+li++l=ttrn+lt+i+Ut--!=f::J::1:.j--:t:t:t:rrr1=----J:--t::t:1=li::J::t1+ttt1+-+!----+-+-----\-H-H---+ ___ ---+,_++ __ +++---t+ +--H-++-+--+ l-+ +--+----+-+--t--7-+++---fn---t--+---1-----rl +--t-Hl-----1-----H-+++++++-1---HI-----H-t-++++-t-+-Hl-----f+➔---+--i--+++++-+-+-+-1-----H--t--7++H1-----HH--+t-+++-+-+-+-t-, -t-+-+-l+---H--+t-+---HHrt-+---r+++--t-+-+-HH-++-+++++---1-----HHHH--++-+++---t-r-J-HH+ --J-J--f-H+JH++J-J-l-HJ-t+-+ +---t ,-++-+ j--~ CITY OF CARLSBAD ~ 1-------l---+-----------------+---+-----+----t---i ~~==1=----===::'E::::N:::'G::::IN:::'E::::ER:::l=NG=D=E=PA:::R=T=M=EN=T==::::'.____'.:L12_j==3==: +---H-t--++--H-t--++-H+++-1-------+-+-Hl-----f--H-t--++++++-+-++-+-+-+++l-+++---l-----+-H-t--++++---t+➔---+t--+1-----H--+++--+I----H---+--i-,+1-----Hl-+--+-+++l-+-+-+-+-+-H---+--i-++++-+-H--t--Hrti-++ -l-+--+ ++--+-H-+++-H--++ +---1-----+-H-+--+-l---+-+-I---H---+--i++ +-l---+-+-+-1-----HH-++-+---+--+++ +-+-H---H---+-H-+ + t-+-+-H---+--i-t-+++-+-I-----Hl-----1-----H-+-t-+++ t-+-1---1-----Hr+t-++-+ +--Hl---+-+-r H-++--++ ++-+-1---+-+-r H-+-++-t-,--+ +-HH-+-+-++++-+-1-----+-+-I-----+--- --+-+----+-+-+++---+-+-H++---1-----H--+-t++H +-+-+--l-+--4--H+ --+-+-+-+--H+ +-+--+-+-+--l-+---e-t-4-+ +--+---1-----+-H-t--++++++-+-++HH---++--t-++++---1-----+-!-----+-+-+++++++---t+-1-----H-t++--+----+-+-++-+ +-1-----+-1-----HH-t-+--t--t--+-+-H1-----+-H-t--c--+++++-+-H1-----r+,---+--i++-t-+r+-+++H-++--l-+--++++++++-+-+t-++---+-H---+ +--H++l--HH+++ +-l-+-+-+ -++----+-+-+ +-H--+-+ +HH-t--++++++-+-+-+-HH---++-t--+--+---f++ +-+-+-HH--+-+-+++-+-+-+-+-H-H--+++1-----t--++-+-l-+--+ r T +-+---HH-+ \---t--++ C+---1-----1-----H +-+➔H+-+ H-++-+-4--+-+-f-+4-++++-1-----H+-++-+-+-H++---HH-++--+-H--+-l-+---1-----H+ ++-Hl-----1-----H--+---1-----HI-----HH-++-+++-+-+-+-+-+--+-+--+++ 1-------+-+-HH-t l-++--HH++++++-+-+-+-H-+l++++++-+-+-H-l-++++++-+--t+-t-tHt+-+-,--t-+-,++-+t --1-H++--+ +---t-t--+++-l---1---++l--+t-t-+--t-H---+--i-+++++-l---t-t-·r++-t-++-t-+-+-++-+-HH7--+++++---l-+++H--t--++-H---t--t-+-+-HH-+-+--+t--+---+---+-l---++++---H---,l-l-H+l---H+++l-t---l-HH+lH++l-J-l-l-l-HH++H++l-l-l-l-Ht+-+ ~'-Of ESS / O,i, r ',.....:: "-9 L. ~< ,.,,, ~ ~ T ---{wj -, ; '\ +---1-----1-----H-H-+-t+ +++-HH 1--+---tnH--HH++, +---1-----1-----H + +HHl-+--4-+++++---f+---1-----+-H-t-t+, +-HH---+--+ +---+-H-+ t--+---1-----HH-++ + +-+-HY-t--+-1H-+-+ +-+-+--+-+-t-++++-+-+-+-HH---+--i--+++++-1---+-+-1-----H-t-+++ t--t-Hl-----1-----HH-n -1--H-+-+---r+ +--i--+---1-----+-1-----HH-+++++--t-+-+-H ill\H-ff ., r 1-+++---H-+--HH-++ t-HH-+ +HH+-H+t---+-H---+--i-+-+++-+-1-----+--+---HH---+++++-+-+-+-+-H-t--c-t-+++++HI-----H+T r+-1-----H'--++ ~ -1. ' ~ NO. 48670 ~ t1-----wJ--';;!';;!';;ti--1-tttt:1.tJ---r;r.u+--1+t+--t+--trt-t1';;l-➔;;l-➔;;l+JJ-J-t't't.➔Wt1';;!'J';;t';;till+ttt't---t;;1---;;;t";;!+;;t+jf-.1;1tt'ttt.+t:-u-J---rr.u+-1t-t--ttttJJ--r·r;t+;t-t1r--+r--tt+-tJ"-U';;!';;!';;t'iiiitttJtJ';;!';;!'i';;tiiittttJtJ+j';;j'i'iiit-iww;ttn1.1;;ttww.u.uttttw;ttn1tttww;tt1.tttt.~ ~ ~ EXP. s13o110 f ,!';;'-: Cl~\\._;,;ll"\--$' ~ .c,v" , ~,~ :ff( Of C~\.\\ ti-0,-CA'--I I~ OFFSIT[ IMPROV[M[NT PLANS FOR: FOX MILLER LEFT TURN POCKETS@ EL CAMINO REAIJCOLLEGE & COLLEGE/SALK TRAFFIC SIGNAL@ COLLEGE,/ SALK APPROVED /"l / ..J/ DAVID A. fjAfor: ------~!A,,<~~J:~~==-=;_,===_________l!!_fo-7C l-----+--+-----------------+---+-----t------t---1 L_LD=[P="='Y=C=ITY=EN=G='"=[[=·=2•c~,=J=30=8=1==[X=P=.== nr;,/=="':':)'='=;-n~o=•'=[===~ l---'f,::-7//c-'J.-----;/,1/,-0---J-OL.-.,.-f-/,.J·,--, \'"' A7 g---c-----8ti=-:c//__.--,--:T::--;':---, ----------+---f---+----t----J r;:_D_W_N_B_Y_: ---,:J.----, ~--P-R-0-JE_C_T_N_O_. -~ DATE INJTIAL DATE INJTIAL DATE INJTIAL CHKD BY· ~f.r MS 04-20 DRAWING NO. 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H+l r .,,.,,r-M.IA'l rn-1-1+ +-+-+-e.+ i T " ·+-+1-+-++++-+-H-+-++ t t-l---1+-L+ lH-f-+++++++-++ - 1-... -~ • l++--1-1-nH-f++++++t-+l-nH_ -++++++t-+tJ_t4+.L-l+--l.,_-l+--++-+J-_j-_j-j-_r_t4.+-l.Li++-+-l-4 ·-+++-+--H-+++++L + + t -- . ElJiiJNi 1:fliV: IR tf.ffl 0-1--H-+-++---tt-1-++--. -++-++-+-'-'H-+++ f <sllJ t - H-t-t-H-+-++++++--H-+~C+l-+++++++-+-++H-+-+++++++--+--1--l-l • r l ++++++ _ _ +LLLLLJ.+-1 r b l + ~ I t -H- f + I t T . I +--+--1--1--L++--I-+ - - T · ttt!rlil,,itttt:tttl:illtttiitj:+t:t'r11.l-+n11-+-· 1Wttnw111tmmmrm · -t-t-+t-t-+-HH-++++++++-t-t-1+-1-++++++-t-t-H-+H-4-1-+-I-+ -+-+-L.1-i + +t-t-H "AS BUILT" r +-++-+-+-+-H-+-+++,--+--L+--+--1--1--H-+-++-L-+--+-+++--+-L1 ++++-+-+-+-H-+-+ -+-+-1+I +++++-++L+-++++-+· ++++-+--+-i+-+ . -++++-H-+-++++++++-+--+-L++-++++++++ He++-1 t-t-1--H - -+t-+--+-H-+-++++++t-t-f-HTH-+ +++T+l T JJ2Ls/2oro DATE L . -~ -1------1---+-----------------+---+--+----4---I OFFS/TE. IMPROVE.ME.NT PLANS FOR: n1· EEE=Effl®ffltl=tJffl.1-ltlfflm l--i--1-+--LH-++++.l-+-+-+--L'-L~l---+-----+-----------+---+--+------+----t FOX MILLER - ,titi.,.:i,_tc:(:-t_t_jj~;J,:1:iti±trrt±JTI±I LEFT TURN POCKETS@ EL CAMINO REAIJCOLLEGE & +++-+-H-+-+T-+++++++ -l-+-1--H-1-+++1---+- ++++-+++-T+-~~, +--1--H-+-++-+++++--1-H-+L++-++-W .!-.1-H-+ T ~-++-+--LLLJ-+++++++--+--+-+--++. l rt T I T r rrr TT t lY-l-1-1-1--j--1-l.+++,,.Jd:a¥-a!:!: !cH cl-+j+:t+:t~lt==t==t================~==t=~~==t==~ COLLEGE/SALK , cr+,_+-t-Ht+i·¼-,11-ofESS/011,_, 'Ii! TRAFFIC SIGNAL@ COLLEGEJ SALK ··,· ', ,.,.,~,-, ,,~ L, ,A, •L W' _r D s~R ,:,,u1-:f! •:;.• · • + l------1-----1-----------------+---+--+----4---I APPROVED .__ DAVI flfA HAU c , . .-' :? ;: -; ";lltL~:::::;=i==t=:=::::~:===========t==t==!==t=~ -------~~~~::::::::=:~~= .1 z 1/oa +! .-['f&J). 3 NO. 48570 ~JI _ L'D=EP=U=TY=C=IT=Y='=""=l"="=·=•c~E;=3=,3=08:;:l ='x;•~-=0=6,=7=30=/=l=O:;-;:D=T=[='====~ , @· "; EXP. S/~0/10 l 't/1~/,A Dlu I//\ •Ar'-"'U/lT ,, , ~-------~ CIVIi. ~'> -~ _ . ,~ " ::, u OWN BY: ~-t--PROJECT NO. DRAWING NO. 'lto,c"\~l)'l' .,,,__ -~ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY ,,.,_, "" :.-o,-CA~1("°" REVISION DESCRIPTION RYWD av'. 'ifrrr MS 04-20 456-4 .. E•~_NG~l~NE~E~R~o:r~w~o~Rj_~ __ ~=~=:.:...:.::::::...:.::.:_ ___ J..:o~T~H~ER~AP:P:RO~Y~A:L .LC~l~TY~A~P:P~RO~V~A:L l::::::::::::~=-=L=•<&=--==========--=====:J W.0. No. 2576--02 RT'fJ · I ' ' V I " I ' : ' ' " ' I ' ' ' ' ' " ' . ' ' I t " ~ T ' I I .... T ' ' I ' ' : T ' ' ' ,,. " ., ' ' ' I ' ' . ' ' ; • I ... • . . I " " . T . ' . , lo I ~ 11 I • • I ~ : I I ' I ' ,. . ., . • ' ' ' I ' ' ' ,, ' ' ' I i ' ' T ' ' 7 T ' I T ' ' I I T 7 I 0 '" I ' I ' I ' ' ' ' ' ' I I I ' ' ' ' ' ' I ' ' - " I ' ' ' I I I ' ' ' ' ' ' ' ' I l- ' I T ' ' ' ' ' I ' I I ' ' I T' ' T " I ' ' ' I . ' ... I I I ' I ' ' ' , I ' y I I ' I ' ' .... SCALES HORIZ. VERT. ' • I I ' • ' ' "' • i /" JO' 1 " 5' I T I . .. ' I : ' " 7 T ' ' T llu: • 7 ' 7 I ' ' I ' ' ' ' " . I ' • • I I T ' I I-' ' ' T '., I I ' I I ' ' I : ' ' ' ' ' ' " I : ' I ' I '- ' .I _J J .. ' . --, . ' ' l- "AS BUILT" Q . ,C oY"' k.~,t :...__ ENGINEER OF WORK ~ RCE 4-81,, 7.0 EXP. & / ~/;;,. 9µ3'(17> DATE R~£ qJ:_c........;::,,_...,_l..c,3/A'-'~¥-/c-"'~""AT-E-I :EVIE~E::Y~ .1.e Is L?o.l-o . .. R.C.E. NO. 48670 EXP. 6/30/10 "'SPECTOR DATE ~--+--+-------------+---+---1--l-----'I rrr CITYEN£~RINf !~~~~AD SHEETS 1 i' 13 'i'/1/">h/J R' ... It\ "A$-l3ll'-'1 . .,,.'L,,_T'_' ---------+---+---1----+---1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER or WORk REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OFFS/TE IMPROVEMENT PLANS FOR: FOX MILLER LEFT TURN POCKETS @ EL CAMINO REAUCOLLEGE & COLLEGE/SALK TRAFFIC SIGNAL@ COLLEGE/ SALK APPROVED { ./ .,.J DAVID A. HAUSER DE:P'UTY CITY ENGINEER RCE ~" -; EXP. 06/30/1 o ¾~011 OWN BY: ~G CHKD BY: ~.'4- RVWD BY: ~~ PROJECT NO. MS 04-20 DRAWING NO. 456-4 W.O. No. 2576-02 RrN :