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HomeMy WebLinkAboutDWG 469-8B; CT 05-10; POINSETTIA PROPERTIES The Tides; 01-03GENERAL NOTES 1. THE LOCATION OF ALL UNDERGROUND UTILITIES ON THESE PLANS IS APPROX/MAT£. THE CONTRACTOR SHALL DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THIS PLAN, AND VERIFY ALL JOB SITE CONDITIONS. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. J. ALL NEW PULL BOXES AND COVERS SHALL BE CONCRETE UNLESS OTHERW1SE SHOWN. PULL BOX COVERS SHALL BE MARKED W1TH "TRAFFIC SIGNAL". ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE SPECIFIED. MAXIMUM PULL BOX SPACING SHALL BE 200 FEET. 4. ALL CONDUIT SHALL BE J" UNLESS OTHERW1SE SPECIFIED. 5. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HA VE A J" CONDUIT INSTALLED TO THE ADJACENT NO. 5 PULL BOX. THE CONTROLLER FOUNDA T/ON SHALL HA VE A SPARE J" CONDUIT STUBBED OUT TO THE ADJACENT NO. 6 PULL BOX FOR FUTURE USE. 6. ALL NEW LOOP DETECTORS TO BE TYPE "£". LOOP DETECTORS SHALL BE 6' DIAMETER W1TH 10' SPACING AND POSITIONED IN THE CENTER OF THE LANE UNLESS OTHERWISE SHOWN. FRONT LOOPS SHALL HAVE FIVE (5) TURNS. ALL OTHER LOOPS SHALL HA VE THREE (J) TURNS. LOOPS SHALL BE SEALED USING HOT-MELT RUBBERIZED ASPHALT SEALANT PER CAL TRANS SPECIF/CATIONS. SEE CAL TRANS STANDARD PLANS ES-5A AND ES-5B FOR DETECTOR LEGENDS AND DETAILS. 7. ALL SIGNAL HEADS SHALL BE 12" IN DIAMETER WITH BACK PLATES. ALL RED, Yl:LLOW, GREEN AND PEDESTRIAN SIGNAL IND/CA T/ONS SHALL BE L.E.D. 8. PEDESTRIAN HEADS AND PUSH BUTTON SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL BE 16"X18" L.E.D. COUNTDOWN IND/CATIONS AND SHALL FEATURE "INCANDESCENT LOOK". PEDESTRIAN PUSH BUTTONS SHALL B£ 2• ADA. 9. SAFETY LIGHTING SHALL BE 20,600 PUPIL LUMEN HIGH EFFICIENCY INDUCTION LIGHTING. THE INDUCTION LAMP SHALL BE 150W, FEA TUR£ A COLOR TEMPERA TUR£ OF 5,000K AND BE RA TED AT 100,000 HOURS (US LIGHTING TECH JERSEY SERIES HA-120V/277V-150W-5K-FG OR APPROVED EQUAL). LUM/NA/RE SHALL HAVE TYPE IV PEG. 10. ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. 11. STREET NAME SIGNS SHALL BE NON-ILLUMINATED METAL BLADE SIGNS. SIGN PANELS FOR STREET NAME SIGNS SHALL BE FABRICATED USING TYPE IX PRISMATIC, CUBE CORNER, REFLECTIVE SHEETING (DIAMOND GRADE VIP OR EQUIVALENT) AND SHALL NOT EXCEED 6' (W1DTH) AND 18" (HEIGHT) UNLESS OTHERW1SE APPROVED. LETTERING FOR THE STREET NAME SIGNS SHALL BE 8" UPPER CASE AND 6" LOWER CASE IN CLEARVIEW FONT. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF LOOP DETECTORS, TRAFFIC STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND TRAFFIC SIGNING SHOWN ON THESE PLANS. 1J. THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE CITY ENGINEER OR HIS REPRESENTATIVE FOR THE LOOP DETECTOR LOCATIONS PRIOR TO CUTTING AND THE LOCATIONS OF THE STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND SIGNING PRIOR TO PAINTING AND INSTALLATION. 14. THE CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARD MORE THAN TWO WEEKS PRIOR TO THE SCHEDULED TRAFFIC . SIGNAL TURN-ON UNLESS APPROVED BY THE CITY ENGINEER OR HIS REPRESENTA T/VE. CITY HIGHWAY OF 78 OCEANSIDE .~. . . . . . . ~- CANNON '?-D. \,... p c "il/1; IV ARADAY o AV -::\__ f, ______ c. 0 LL E BLVD. ROA I 1 CITY I OF VISTA {> '0-0 NOT TO SCALE WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING · OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTSU ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CA T/ONS, REQUIREMENTS, RESOL TIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE W1TH THE FOLLOW1NG DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. Cl TY OF CARLSBAD ENGINEERING STANDARDS J. THIS SET OF PLANS 4 .. RESOLUTION NO. pc (:,0<1s -{:, O 'l'I DATED S • ,-, .. 0 b 5. THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK.) 6. SOILS REPORT ANO RECOMMENDATIONS BY EAR7H-STRATA INC. DATED: 05/11/2010 7. THE SAN DIEGO REGIO/vAL STANDARD ORA W1NGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED _ ___J:l/-f:.L.._ ______ ~ 9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY RICK ENGINEER/NG DATED SEPTEMBER 2010 V.VID NO. Cj37C.J5')9f\D 10. STORM WATER MANAGEMENT PLAN PREPARED BY RICK ENGINEERING DA T£D I -'1. b-II 11. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL. DESCRIPTION LEGEND DWG.NO. PROJECT BOUNDARY R/W _____________________ . SYMBOL ----- PROPOSED LOT LINES----------------------·------ PROPOSED TRAFFIC STRIPING--------------------·------ QUANTITY 15. FLASHING SIGNAL OPERATION SHALL BE ALL RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK DURING FLASHING OPERA T/ONS. 16. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION W1TH THE SIGNING AND STRIPING CONTRACTOR. 17. 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 W1TH APPROPRIATE MONUMENTATION BY A LICENSED LANO SURVEYOR OR REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LANO 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. CITY OIF AD GA CITY SAN OF MARCOS 18. TESTING OF CONTROL EQUIPMENT AND CABINET W1RING SHALL BE ACCOMPLISHED AT A FACILITY DESIGNATED BY THE CITY OF CARLSBAD. THE CONTRACTOR SHALL DELIVER AND PICK-UP EQUIPMENT. 19. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLA T/ON GUIDE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR INTENDED OPERA T/ON. PACIFIC OCEAN "--C>--~ . . ' . . ' . 20. ALL SALVAGED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 21. VIDEO DETECTION CAMERA SHALL BE PLACED W1THIN TWO FEET OF PROLONGATION OF LANE LINE BETWEEN OUTERMOST LEFT SITE · .. · ... ··.· .. ~··.···. ·.·· .. ·· · · -cos ""' .. ·'-I.~ TURN LANE AND ADJACENT THROUGH LANE ON APPROACHES W1TH LEFT TURN PHASING. ON APPROACHES W1TH NO LEFT TURN PHASING, VIDEO DETECTION CAMERA SHALL BE PLACED W1THIN TWO FEET OF THE CENTER OF THE APPROACH TRAVEL WAY. A MANUFACTURER'S REPRESENTATIVE SHALL CHECK VIDEO CAMERA PLACEMENT AND OVERALL VIDEO DET£CTION SYSTEM OPERATION PRIOR TO SIGNAL TURN-ON. 22. T£RMINAL BLOCKS TO BE MOUNTED IN RED SECTION. SIGNING AND STRIPING NOTES -CITY OF ENCINITAS 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS ~HALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 200J REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), CAL TRANS STANDARD SPECIF/CATIONS (JULY 2006 OR LA TEST VERSION THEREOF}, THtSE PLANS AND THE SPECIAL PROVISIONS. Vi CI N ITY MAP J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTA T/VE, PRIOR TO INSTALLA T/ON. 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 SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CA T/ONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND AND MARKINGS W1THIN A 500' PERIMETER OF THE CONSTRUCT/ON PROJECT W1LL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTA T/VE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OFTHE CAL TRANS METRIC STENCILS. ' 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERW1SE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERW1SE SPECIFIED. 12 FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 200J REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAW1NG M-19. 1J. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 's MUTCD 200J REv1SION1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERW1SE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING W1TH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD ORA W1NG M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET W1TH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCA T£D OR TO REMAIN. 19. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-J OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT W1DE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OM1-J OBJECT MARKER SHALL BE 12"X12". RICK 5620 FRIARS ROAD SAN DIEGO, CA 92110 619.291.0707 J-14826 (FAX)619.291.4165 EN OINEERINO COMPANY ..,._...,_II!"_"""' ______ •"•·, k111e11o g'!"I 01111•111• ,11111 "l!ii"•·, o1111m s,i.n Dle1110 Riverside, Orange -Sil.n Lu!s Obispo -Bakersfield -S;icramento -Phoenix. Tucson DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 670J OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT W1TH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA W1NGS AND SPECIF/CA T/ONS CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, RESPONSIBILITIES FOR PROJECT DESIGN. 3.,.;..R ~-· , ENGINEER l,,Y71 LICENSE# NOTE: BY THE OF MY 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 CONSTRUCT/ON DA TE. NO WORK SHALL BEGIN ON THE TRAFFIC SIGNAL W1THOUT PRIOR WRITT£N APPROVAL BY THE CITY ENGINEER. NOT TO SCALE SHEET INDEX SHEET 1 --------------TITLE SHEET &; NOT£S SHEET 2---------------SIGNAL MODIFICATION PLAN SHEET J---------------STRIPING PLAN REFERENCE DRAWINGS ROUGH GRADING PLAN LOT 171, CARLSBAD TRACT NO. 7J-24 GRADING PLANS FOR POINSETTIA IMPROVEMENT PLANS FOR POINSETTIA PLANS FOR IMPROVEMENTS OF PASEO DEL NORT£ SIGNAL AND LIGHTING LOCATION IV SIGNAL NO P45.536 BASIS OF BEARINGS DWG. 216-4 DWG. 469-8A DWG. 469-8 DWG. 245-1 DWG. J61-J THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM CCS8J ZONE 6, EPOCH 1991.J5 AND IS DETERMINED BY RTI< G.P.S. MEASUREMENTS TAKEN ON MARCH 05, 2010 AT POINT 134 AND POINT 49 AS SHOWN HEREON, PER RECORD OF SURVEY MAP NO. 17271. BEARING POINT # 1J4 TO POINT # 49: N 28'41'J7" E SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL PHOTOGRAPHY METHODS FROM INFORMATION GATHERED ON ___ _ BY TOPOGRAP=H=Y-sH-o=WN--H~E=RE=o=N-~CO-NFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED W1THIN ASSESSORS PARCEL NUMBER(S) 214-471-53 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 1982667 E 6237480 NOTES: 1.1 REFER TO CITY OF CARLSBAD STANDARD DRAWINGS UNLESS OTHERWISE NOTED. ABBREVIATIONS: CMWD · CARLSBAD MUNICIPAL WATER DISTRICT FDC • FIRE DEPARTMENT CONNECTION FL· FLANGE PJ · PUSH-JOINT SDRSD -SAN DIEGO REGIONAL STANDARD DRAWINGS BENCH MARK DESCRIPTION: CITY OF CARLSBAD BENCHMARK CLSB-049 LOCA T/ON: THE BENCHMARK FOR THIS SURVEY IS THE 2-1/2" BRASS DISK STAMPED "CLSB-108" IN TOP OF CURB LOCATED AT THE SOU TH WEST CORNER OF BAUT/QU/TOS DR. AND LAUREL WOOD STREET PER RECORD OF SURVEY NO. 17271. RECORDED: -~x'-'x~xx~x'-'x~xx~x""x ___________ _ ELEVA T/ON: -~1=60~.4~2~------DATUM: NGVD29 ENGINEER OF WORK RICK ENGINEERING CO. _.i.Ts~-~-~~:.'....'." ~~'"'"'"""::::::..._~3'f.!':_)"-, b_ BRIAN R. STEPl-i&soN R.C.E. 69471 DATE i~rESS/0, --.:. ::I "" 'iii OF C~\. \~ ~11AS BLJIL T 11 i3..:. R-¢=-=. ..:!E..'!b..- R.C.E. (,,q4:1t EXP. Y?/3o/l'J-DATE REVIEWED BY: i~1iE~;oifA✓~ 1J-~ DATE t---+---t------------+---l--+--+--7lsHE1ETl~c_1_T~Y~O=F~C=A~R~L=s~B~A~olsHE3ETsl _ ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: POINSETTIA LANE AND PASEO DEL NORTE APPROVED: GL~g:YAN.. PES_t<I 0 7J.; .1, / -~,;, )(_ i,, .... ~, .~.,., ,;,/,,;./21 SENIOR CIVIL ENGINEER PE 41204 EXPIRES 3/31/ 11, DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: REC I PROJECT NO. I DRAWING NO. CHKD BY: rr~ CT 05-10 RVWD BY: i)f' IL-469-8B 051'\ 11 0 ~~ 0 .i:., -O") 'w c.o 00 OJ CONDUCTOR AND CONDUIT SCHEDULE CONDUIT SIZE AND RUN AWG SIZE OR CABLE TYPE p H A s E POLE OR CIRCUIT 3" 3" (N)3" !N)3" 2-3" 2-3" 2-3" 2-3" 3-3" ffi CONDUCTORS POLE@ I-+--'--::..::.::--'=-__ --+' POLE@ 3 POLE© POLE@ 12 POLE (s) POLE (El POLE@ CONDUCTORS POLE@ TOTAL CABLES - 3 COND/12 COND •14 IISNS z 2 LIGHTING 2 2 "10 SIGNAL SERVICE TYPE 1111 LOOP DETECTOR 'B' 1112 DLC 1113 1114 " 1115 " 1116 1117 " 1118 " TOTAL EV -DLC SIC VIDEO DETECTION CABLE TOTAL CONDUCTORS/CABLE 5 8 f/OTE: 'I,) ALL CONDUIT IS EXISTING UNLESS OTHERWISE SPECIFIED: INl = NEW 2 2 2 3 2.l ALL CONDUCTORS ARE NEW PER CALTRANS SPECS SECTION 86-Z09B. 2 2 2 2 z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 5 1 2 2 2 4 2 z 2 z z z z 2 2 4 10 12 15 15 17 zz .... r> NEW PHASE DIAGRAM --BARRIER PHASE DIAGRAM r \rr 1~ -<J-----<> 01 02 03 04 _J <J-----<> NOT NOT -USED USED 05 06 07 08 FLASHING OPERATION SHALL BE RED IN ALL PHASES. DETAIL "A II [Iill Q ---------------6 10' 05 ,' -------c:!)- I I I I I •5 / I I I I I NEW 3" C, 1-DLC-I I ' I I I !' ! I I I I ~~ 4., I I 1, I EX. 1 ~" C, 1-DLC~ / / / /'!--_ I I I 1' I . ' I I I I 18 I I 03 DETAIL A [sJ I ~ er I 0 I z ....J LLJ Q 0 LLJ C/) 1 06 12' 06 12' 01 10' --- 0 s ~>,!4Jtl --· ] --........ f!'.,RAISED MEDIAN 230'TO LIMIT LINE v-- 02 11 02 CONSTRUCTION NOTES: Q REW I RE EX I ST I NG TYPE 1 70 CONTROLLEFl I fl MODEL 332 ALUMINUM CAB I NET ~I FOR 6 PHASE COMPATIBILITY WITH NECESSARY ACCESSORIES TO PROVIDE PHASING SHOWN ON THESE PLANS. EXISTING FOUNDATION PER STD. PLAN ES-4B TO REMAIN. [Ij EX I ST I NG TYPE I I I -BF SERI/ I CE CAB I fl ET TO REMAIN. l}J EXISTING EMERGENCY VEHICLE DETECTORS. GJ REPLACE CIRCULAR INDICATIONS WITH LED ARROWS. !cl REMOVE AND REPLACE EXISTING 08 SIGNAL HEAD WITH NEW ~ DETAIL A, 03 SIGNAL HEAD 14-SECTIONI. 177 REMOVE AflD RELOCATE EOU I PME,IT FROM POLE G TO POLE G' . ~ REMOVE AND SALVAGE ONE EXISTING PHASE 4 SIGNAL HEAD. ,:;-1 REW I RE AND PFlOV I DE ANY NECESSAF{Y EOU I PMENT FOR CO~II/ERS I ON ~ 08 SIGNAL HEADS AND DETECTORS TO 03, AS INDICATED. FROM 1ol REMOVE AND REPLACE EXISTING 04 SIGNAL HEAD WITH NEW DETAIL "A", ~ 04 SIGNAL HEAD 1,I-SECTIONI. iol RELOCATE EXISTING VIDEO DETECTION CAMERA TO SIGNAL MAST ARM L:'J USING RISER IPELCO ASTRO-BRAC WITH 74" RISER). r;;:;J REPLACE EX I ST I NC I I s,Is WI TH NON-I LLUfA I NA TED STREET NAME SIGN. ~ SIGN PANELS SHALL BE FABRICATED USING TYPE IX REFLECTIVE SHEETING <DIAMOND GRADE VIP OR EOUIVALENTI, LETTERING SHALL BE 10' 05 11' 02 2+00 02 EXISTING TRAFFIC SIGNAL PLAN: REFERENCE DRAWING NUMBER 361-3 i 8" UPPER CASE AND 6" LOWER CASE I ~I CLEAR\/ I EW FONT. ,---------------------------------, @ Sim Diego i 5620 FRIARS ROAD f SAN DI,GO, CA 9211 o 619.291.0707 ~ (FAX)619.291.4165 ~ ENGINEERING COMPANY rickengineering.com !!'R;'!",.'!"rsi~d••· a!'!',•.a•,,•. !"s,'!"n ,'!",;•, O!"b'!"l,p•o"'!-B~,k•ec"'!,fi"!',ld'!"_"!"s,•m•m•,n•,o•-!!'Ph•o,111nix111-'!'T,•cs-on J-14826 NOTE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY R, \ I ,1a2~\ln,1ff Jc\ 1 ~i26. trQf f 1c_o2. (k.;n \ \~r~. irnl\fl /~k5 ln10,Jy·~:;· i_.(' • , !'',• , ·:,r~ •~ac11, ::,,-,:, l,s,c • ,,c,irr,SM, ?'X'~ 5[" '~ · 1-, ~-~~~•,;, ?'}I"•• ~ri. c~n RL [TI EVPE A <R73-6) r-1· f· []] l+oo!2•05 ----1--, ... + ----t-o 0 I i EX. 1 ~"C ABANDONED 10 0 20 20 oiiiiiiii_.....""""iiiiiiiiiiiiiiiiiiiiiiiiiil"""""'~""""iiiiiiiiiiiiiiiiiiiiiiiiiiii 40 60 GRAPHIC SCALE 1"= 20' 12' 12' POLE AND EQUIPMENT SCHEDULE STANDARD t'LACE NT VEH SIG MTG PED SIGNAL PPB DIMENSIONS INDUCTION SPECIAL NO, A B MAST POLE MTG fi'J ARROW LUMINAIRE REQUIREMENTS TYPE HGT SMA LMA FT FT ARM 0 8' 6' MAT 150W [IQ] 'Paseo Del Norte--29-5-80 30' 50' 12' SV-1-T SP-1-T - -SNS ---Lowder Lane" MAS ® 1-A 10' --12' 2.5' -TV-2-T 06 ---GJ - © 25-,]-80 30' 45' 12' ']3' 6' ~~i5 SV-1-T SP-1-T 05 ◄-150W [ill§} SNS '!'olnsettla Ln11 @ ·I-A 10' --18' 2.5' -TV-2-T SP-1-T 03 -- ® 26-,1-80 30' 45' 12' 12' 6' MAT 03 I50W [IQ] 'Pasea Del Narte-- MAS SV-1-T SP-1-T SNS ---Lowder Lane" ® ·I-A 10' --10' 2.5' -TV-2-T SP-1-T 02 ---GJ @ TYPE 15 30' -12' 11' 6' -121 SV-1-T -02 ◄-150W JRsl GJ ® 17-3-100 30' 15' 12' 12' 4.5' ~els SV-1-T -02 150W [illQjSNS 'Poinsettia Ln" (NL_ µMl ,.,, ,.,, "" \ (RI "'' L_ ® 1-A 10' --9' 2,5' -TV-2-T SP-1-T -.. - NOTES: 1.1 CONTRACTOR SHALL POTHOLE FOUNDATIONS PRIOR TO ORDERlflG POLES AND MAST ARMS. 2.1 ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE SPECIFIED: INI = NEW MAST ARM MOUNTED SIGN R73-3 t1\ AS-f'iU(t-, DATE INITIAL ENG[NEER OF noRK REVISION DESCRIPTION IRLI = RELOCATED DATE [N!TIAL DATE 1 06 2 06 X-WALK ---------- ENGINEER OF WORK RICK ENGINEERING CO. J;°t3~-~-~°R-:._.:!• #~·~--~· --=-----~"3bh- BRIAN R. sTkNsON R.c.E. 69471 DATE ~Slt ESS lo. Of C~\. \\ -t,,"A S BLJIL T" ~ "' I;; .L 3412-~ "J /-z-tb_ R.C.E. ~9.4-7/ EXP, (e/3.o/_14 DATE REVIEWED BY: '3A'J :Soi.~ l...).a.Jw, INSPECTOR 0 s-~-1~ DATE I SH~tT I CITY OF CARLSBAD I SH3TS I ENGINEERING DEPARTMENT TRAFFIC SIGNAL PLAN FOR: POINSETTIA LANE AND PASEO DEL NORTE APPR07J;~:5(~,;).MK.I~ _7 ¼ SENIOR CIVIL ENGINEER PE 41204 EXPIRES 3/31/1& -ff- OWN BY: REC PROJECT NO. INITIAL CHKD BY: j~ OTHER APPROVAL ClTY APPROVAL RVWD BY, Oft\-I CT 05-10 I DRAWING NO. 469-8B AS-&/lli' 051111 ! I ~ LEGEND TRAFFIC SIGNAL GRIND STRIPING DETAIL SIGN LOCATION DELINEATOR TYPE SIGN DETAIL NO. EXISTING SIGN PAVEMENT MARKINGS: TYPE IV ARROW EXIST. PVMT. MARKINGS STREET CENTERLINE RIGHT-OF-WAY 40 20 0 40 ·F Wt\lJ m1i-o- E8l "' ~rQP . ---- N 80 GRAPHIC SCALE 1"= 40' RI CK 5620 FRIARS ROAD SAN DIEGO, CA 92110 619,291.0707 (FAX)G 19.291.4165 120 J-1 •1826 ~ ENGINEERING COMPANY r!cke n gineer lng.co m Rivl!rside •Orange• San Luis Obi!po •Bakersfield• Sacrilmento • Phoenix -Tucson F'!, \I ~~26\ rn1r r I c\1 ,1a~6-traff I c_OJ. <IQ(l \ \~r v. tr11 I \~ J ck 5 tc,irn;!~rd~\~t,n t I •1 _ ~OOf:i\ .o..-l<5p<Jca\pro / <1c t 5 \CorpS rd• .200~ .SO'-I o I<.> t\CaroS ,ds.~005. SD. ~,an \ nO ,. .., c:; n- :u 5, "'r ~~-- 11' 0 11' J> 12' ====Fo ______ ~----~~-------~~ ____________ ,L--_____ , _____________ c2/" 10' c2/" ----------------------c2/" 10' c2I" l I I \ \ 0 \ \ \ \ \ \ I \ \ I ~ 0 I \ \ I \ !,, I C .. 0 i,ii '(,,, ~---~~frf' _2.Y~ 11' 11' 2•1~ _____ ,C\ \ '<; 1 "' 0 I I I I I I ' ' ' ' ' ' ' ' ' ' ' ' , I I I i I ' ' ' ' I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I f I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '"" ' I 3: /-JI '"" ' ' 13::, a: .!w liilt 0! ,,. . ;g/ ~ ~ /v, I ' ' 11 ! ' ' ' ' c/ ' ' I I ' ' t, --I 0 ~-I / ' ' ' /,/' I 1/ 1•0Q. -----+g --"'/"' I I I ' ~ er IQ '2 -' -w C) 0 w (./) & POINSETTIA LANE \ R/W ',, ....., _____ ,......::.,. __ =-:...:-:...:::::::-== ', SIDEWALK ----~------------------------ Q 5-,-- 12' 12' 10' 8' RAISED MEDIAN 12' 12 , L- ,__J / ' , ' , , ' , ' ' ' ' ' ' ' ' ' ' ' ' i i i i i ' ' ' ' ' ' ' ' ' ' ' ',, t1\ ilS-°"'' •lc.;T' DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE ENGINEER OF WORK RICK ENGINEERING CO. _:Qi3~,.;,..~R.~Jt/4~·~••:::::_ _ __2'l)/!lf,/!!______ BRIAN R. STEPHENSON . R,C.E. 69471 DATE + 11AS B LJ IL T 11 is ... ~-,4-~k!kt-- R.C.E. (aGJ4 7/ EXP. f1-?.o/-&-DATE REVIEWED BY: JAt 0otDaN1t V. fj-Jw.. '5 · S -l'l INSPECTOR 1 DATE I SH~ET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 3 TRAFFIC STRIPING PLAN FOR: POINSETTIA LANE AND PASEO DEL NORTE APPROVED:~;· v7.~ y].{ _jhzi SENIOR CIVIL ENGINEER PE 41204 EXPIRES 3/31/11!> DATE INITIAL PROJECT NO. DRAWING NO. CITY APPROVAL CHKD BY: -i•~ OWN BY: REC I RVWD BY: ,:;; CT 05-10 I 469-8B AS-BUil., 051111