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HomeMy WebLinkAboutDWG 445-2F; CUP 06-11B; PACIFIC RIDGE SCHOOL EXPANSION; 01-03TRAFFIC SIGNAL GENERAL NOTES (SHEET 3) 1. THE LOCATION OF ALL UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THIS PLAN, AND VERIFY ALL JOB SITE CONDmONS. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. 3. 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'. 4. ALL CONDUIT SHALL BE 3" UNLESS OTHERWISE SPECIFIED. 5. 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. 6. ALL SIGNAL HEADS SHALL BE 12" IN DIAMETER WITH BACK PLATES. ALL RED, YELLOW, GREEN AND PED- ESTRIAN SIGNAL INDICATIONS SHALL BE L.E.D. 7. PEDESTRIAN HEADS AND PUSH BUTTON SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL BE 16"X18" L.E.D. COUNTDOWN INDICATIONS. PEDESTRIAN PUSH BUTTONS SHALL BE 2" APS POLARA EZ-COMM. CONTRACTOR SHALL PROGRAM PEDESTRIAN PUSH BUTTON TO HAVE PERCUSSIVE TONE AS THE AUDIBLE WALK INDICATION. 8. ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF TRAFFIC STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND TRAFFIC SIGNING SHOWN ON THIS PLAN. 1 0. THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE CITY ENGINEER OR THEIR REPRESENTATIVE FOR THE LOCATIONS OF THE STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND SIGNING PRIOR TO PAINTING AND INSTALLATION. 11. STREET NAME SIGNS SHALL BE NON-ILLUMINATED ALUMINUM BLADE SIGNS. SIGN PANELS SHALL BE FABRICATED USING TYPE IX PRISMATIC CUBE-CORNER REFLECTIVE SHEETING (DIAMOND GRADE VIP OR EQUIVALENT) AND SHALL NOT EXCEED 6' (WIDTH) AND 18" (HEIGHT) UNLESS OTHERWISE APPROVED. LETTERING SHALL BE 8" UPPER CASE AND 6" LOWER CASE IN CLEARVIEW FONT. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY GRINDING. 13. 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. 14. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK DURING FLASHING OPERATIONS. 15. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING AND STRIPING CONTRACTOR. 16. 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. 17. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. 18. 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. 19. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR INTENDED OPERATION. 20. THE CONTRACTOR SHALL COORDINATE SERVICE DETAILS AND SCHEDULING WITH SDG&E AND PAY THE REQUIRED FEES FOR SERVICE CONNECTIONS. 21. ALL SALVAGED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. 22. SAFETY LIGHTING SHALL BE 1 OOW HIGH EFFICIENCY INDUCTION LUMINAIRE. LUMINAIRE SHALL HAVE TYPE VI P .E.C. 23. ALL TRAFFIC STRIPING AND MARKINGS WITHIN A 500 FOOT PERIMETER OF THE CONSTRUCTION PROJECT SHALL BE RESTORED TO A "LIKE NEW" CONDmON, IN A MANNER MEETING THE APPROVAL OF THE CITY ENGINEER. 23. IF SIGNAL JS 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 APPROVAL BY CITY ENGINEER.) SIGNING AND STRIPING GENERAL NOTES (SHEET 2) 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF 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 CALFORNIA), THE CALTRANS STANDARD SPECIFICATIONS (LATEST VERSION), THESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE CITY ENGINEER OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. 6. ALL SIGNAGE SHALL BE REFLECTIVE PER ASTM DESIGNATION D4956 AND SHALL USE TYPE IV PRISMATIC REFLECTIVE SHEETING (HIGH INTENSITY PRISMATIC OR EQUAL) UNLESS OTHERWISE SPECIFIED. R1-1 "STOP", R1-2 "YIELD", R2-1 "SPEED LIMIT" AND STREET NAME SIGNS SHALL USE TYPE IX PRISMATIC CUBE-CORNER 'REFLECTIVE SHEETING (DIAMOND GRADE VIP OR EQUAL). 7. LETTERING ON GROUND-MOUNTED STREET NAME SIGNS ON LOCAL RESIDENTIAL STREETS (SPEED LIMIT OF 25 MPH OR LESS) SHALL BE 4" HIGH CAPITAL LETTERS. LETTERING ON GROUND-MOUNTED STREET NAME SIGNS ON PRIME ARTERIALS, MAJOR ARTERIALS AND SECONDARY ARTERIALS (SPEED LIMIT GREATER THAN 40 MPH) SHALL BE 8" HIGH CAPITAL LETTERS. LETTERING ON ALL OTHER GROUND-MOUNTED STREET NAME SIGNS SHALL BE 6" HIGH CAPITAL LETTERS. 8. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPNG AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDmON, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 9. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 10. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 11. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS STENCILS. 12. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 1 O' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 13. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 14. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MUTCD AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 15. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MUTCD UNLESS OTHERWISE SPECFIED. 16. SIGNS 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 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 THIS PLAN SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. @ □@~□~@ &~@ @uOOD~D~@ uOO&C5C5D© @ □@~&[1 DG':J~OO@W§[i':A][§~v@ [?@00 • §[1 [p(ill§OOu§ ©uOO§§u &~@) ~&©DC?1D© 000@)@§ @©GG@@[1 ~@OOuGG§OO~ @OODW§W&Yr ~ ~ ~ CITY OF ~ HIGHWAY PACIFIC OCEAN OCEANSIDE CHESTNUT AVE LEGAL DESCRIPTION PARCEL A OF CERTIFICATE OF COMPLIANCE RECORDED JUNE 3, 2011 AS FILE NO. 2011-0284871, OFFICIAL RECORDS, BEING ALL OF PARCELS, 2, 3, AND 4 OF PARCEL MAP 19958 AS FILED IN OFFICE OF THE COUNTY RECORDER OF SAN DIEGO ON MARCH 27, 2006 AS FILE NO. 2006-0209765 AS DESCRIBED IN CERTIFICATE OF COMPLIANCE NO. CE 09-08 DATED AUGUST 14, 2009 AND FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY ON AUGUST 24, 2009 AS FILE NO. 2009-0473458. CITY OF VISTA BASIS OF BEARINGS cos CITY OF ENCINITAS VICINITY MAP NOT TO SCALE 0FESS104-: ? , Kt,1/< :;; ~ % ~ 43595 ~ Exp. Dec. 31, 2014 "' /< CIV\\. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 6 EPOCH 1991.35 GRID BEARING BETWEEN CITY OF CARLSBAD SURVEY CONTROL STATIONS DESIGNATED 'CLSB-154' AND 'CLSB-096' PER RECORD OF SURVEY NO. 17271. I.E. N14'59'04"W SOURCE OF TOPOGRAPHY BY AERIAL TOPOGRAPHY PER TERRASCRIBE INC. DATED MARCH 06, 2013, BENCH MARK DESCRIPTION: CIJY OF CARLSBAD SURVEY CONTROL STATION DESIGNATED 'CLSB 154' PER RECORD OF SURVEY NO. 17271, LOCATION: 2" IRON PIPE W[H rnsc STAMPED 'CLSB 154 LS 6215' .LN. OPEN SPACE LOI 19 CT oo 06 BRESSI RANCH CAMP NO. 14600 ELEVATION: 257,272 M,S.L DATUM: N,G,Y,D, 29 PROJECT LOCATION WEST SIDE OF THE 6200 BLOCK OF EL FUERTE STREET BETWEEN BRESSI RANCH WAY AND GREEN HAVEN DRIVE. REFERENCE DRAWINGS DRAWING NO. 445-2 FOR PACIFIC RIDGE SCHOOL BRESSI RANCH PLANNING AREA 13 DRAWING NO. 445-2A FOR GRADING &: EROSION CONTROL PLANS PACIFIC RIDGE SCHOOL BRESSI RANCH PLANNING AREA 13 DRAWING NO. 445-28 FOR PRECISE GRADING & EROSION CONTROL PLANS, PACIFIC RIDGE SCHOOL BRESSI PLANNING AREA 13 DRAWING NO. 445-2C FOR IMPROVEMENTS PLANS PACIFIC RIDGE SCHOOL EXPANSION DRAWING NO. 445-20 FOR GRADING PLANS PACIFIC RIDGE SCHOOL EXPANSION DECLARATION OF RESPONSIBLE CHARGE 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. R.C.E. 43595 DATE LINSCOTT, LAW & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 100 San Diego, Ca 92111 (858)300-8800 (858)300-8810 (FX) 9/29/15 LLG /l\AS,/3UILT DATE INITIAL WORK TO BE DONE (SHEETS 2 AND 3) THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THIS PLAN AND: 1. THE CITY OF CARLSBAD SPECIAL PROVISIONS. 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (LATEST VERSION THEREOF). 3. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARDS PLANS (LATEST VERSION THEREOF). 4. CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION). 5. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST VERSION THEREOF). 6. SAN DIEGO COUNTY REGIONAL STANDARDS DRAWING (LATEST VERSION THEREOF). SHEET INDEX: SHEET 1: NOTES SHEET SHEET 2: SIGNING AND STRIPING PLAN (EL FUERTE STREET/PACIFIC RIDGE SCHOOL NORTHERtl DRIVEWAY) SHEET 3: TRAFFIC SIGNAL PLAN (EL FUERTE STREET /PACIFIC RIDGE SCHOOL NORTHERN DRIVEWAY) LEGEND (SHEETS 2 AND 3) ,r ..... TT --4 □ - {EXISTING STRIPING TO BE REMOVED {EXISTING STRIPING EXISTING ROADSIDE SIGN PROPOSED ROADSIDE SIGN EXISTING PAVEMENT LEGEND f ROPOSED STRIPING PROPOSED TYPE IV(MOD) PAVEMENT ARROW INSTALL BIKE LANE PAVEMENT ARROW AS INDICATED INSTALL "LANE" PAVEMENT LEGEND AS INDICATED INSTALL "BIKE" PAVEMENT LEGEND AS INDICATED INSTALL "AHEAD" PAVEMENT LEGEND AS INDICATED INSTALL "SIGNAL" PAVEMENT LEGEND AS INDICATED TRAFFIC SIGNAL TURN CONTROL SIGN EMERGENCY VEHICLE DETECTOR PROPOSED CONTROLLER CABINET PROPOSED METER PEDESTAL PROPOSED PULL BOX PROPOSED VIDEO CAMERA PROPOSED VIDEO OETECTION ZONE TT PROPOSED NON-ILLUMINATED STREET NAME SIGN -+-,•► PROPOSED VEHICULAR TRAFFIC SIGNAL HEAD DJ PEDESTRIAN HEAD IFAI FOUNDATION TO BE ABANDONED IRsj REMOVE AND SALVAGE EQUIPMENT "AS BUil T" p~~XP. (Wtlklt:. ~l~,~d.- OR n1?/4ei1~ DATE i21.01.. DATE I SH~ET I CITY OF CARLSBAD I SH~TS I TRANSPORTATION DEPARTMENT IMPROVEMENT PLANS FOR: EL FUERTE STREET and PACIFIC RIDGE SCHOOL NORTHERN DRIVEWAY TITLE/NO'fE5 SHEET ~r· li:t i.J: APPROVED' GLE 1 VAN f'ES(<I IJJj_ 1./ J..,. r1V,1,11r ', J / ENGi N"EERllfG MANAGER PE -4120-4 EXP. 3/31/15 ' DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE ' INITIAL LLG 3-136444.1 N0TES-6444.DWG 3/6/14 CHKD BY: \ vi> CUP 06-11 (B) ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: J.c 445-2F-Designed By: JSM Drawn By: DYS Checked By: JPK PROPOSED SIGNS(THIS SHEET ONLY) RIGHT LANE MUST TURN RIGHT __ R/W - - ~ -l'il W3- W3- 3-~ 3a: R/W I 1475' TO R3-7(RT) -- - = :,;;;; a=; :.,,. -- 1 LIMIT LINE W3-3 ---- --- - ·- --f'AltffEEl MEEllal<N I ---- ---- SIGNAL AHEAD W3 -3o -- -- - ~ S4-3 R2-1 (25) R4-2 - -- - - ' EL FUERTE STREET -------- 11' 11' · 1 O' I MATCH EXISTING STRIPING DETAIL 39, 280 L.F. iGRI 225 L.F. NORTH ) $ £S> • 40' sCALE: 1 = 40 60 80 11' - 11' -'"' "'~2• YELLOW THERMOPLASTIC DETAIL 9, 100 L.F. R3--7(RT:)-,,...---, 11' - 12"-'NHITE _ 11' THERMOPLASTIC 11' DETAIL 39, 135 L.F. R3-7(~) \ ' ' R7-9o __ S4-3 R2-1 (25) R4-2 -------,:·-~ r .. -_,_ ..... -e'---' PAINTED MEDIAN ' ~70L.F. 11' -11' 5 a 12" WHITE THERMOPLASTIC -15 L.F. - MATCH EXISTING STRIPING 11' 11' - DECLARATION OF RESPONSIBLE CHARGE 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. - NOTE FOR SIGNING AND STRIPING GENERAL NOTES, AND LEGEND, SEE SHEET 1. -- SS-1 "AS BUILT" P.ffi. 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. JOH~ti£ 1---------<-->------------+-----+------<f-------+----< I SH2EET I CITY OF CARLSBAD I SHE3ETS I TRANSPORTATION DEPARlMENT :====='-'===========-====: R.C.E. 43595 DATE · LINSCOTT, LAW & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 100 San Diego, Ca 92111 (858)300-8800 (858)300-8810 (FX) STRl-6444.DWG 3/6/14 Designed By: JSM Drawn By: DVS Checked By: JPK 9/29/15 LLl'.:i 11\AS-E>UlLT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: EL FUERTE STREET and PACIFIC RIDGE SCHOOL NORTHERN DRIVEWAY SIGNING AND STRIPING PLAN APPROVEDi ?LEN ~">NJ ~ESKI j }1 ! f;;} '-Jjgj.1~ ENGINEERING llilANAGEJ PE 41204 EXP. 3/31/15 D DWN BY:-~- CHKD BY: [/b RVWD BY: ,g; PROJECT NO. DRAWING NO. CUP 06-11 (B) 445-2F PUCEMENT DIMENSIONS EQUIPMENT SCHEDULE SIGNAL M0UNTl'IG AND PLACEMENT LOC. i------~MA;,;Sl:;;:ARM~;-r-,,-r---YEHICl£;;:;;;;;;;-;~-----,-----;;PEDES~;;:l;;;RIAN~------j TYPE SIG. LUM. B. E. C. POLE MASTARM SIGfW. PPB QUAD. @111-4-100 25' 12' -4.5' 2.5' SV-1-T H+ot.AC MASH MASH SP-1-T HP w "school "100W HEI ® © @) © 15TS 11-4-1 111-3-100 1-A ( 1 O') 1-A (1 O') - 40' 25' 12' 11.5' -3.5' 12' STA. 32+115 12' STA. 33+73 EXISTING EXISTING SV-2-TB et!SH+ot.AC SV-1-T H(17') SV-2-TB 112 ... SV-1-T 114 MAS 112 MAS f2 MAS 115e MAS 114& SP-1-T HP w 100W HEI "school " 100W HEI "El F-u St" 100W HEl NEW EQUIPMENT NEW EQUIPMENT e • RED MAO#, YELLOW MROII, GREEN MAO# A • 4-SECTION VEHICULAR SIGNAL HEAD, SEE DETAIL "A" THIS SHEET. C • 5-SECTION VEHICULAR SIGNAL HEAD, SEE DETAIL "8" THIS SHEET. NOT .. NOT ~ USED USED I# "" 111 112 f3 114 _J <>---1> NOT NOT .. USED USED 115 H ,1 1111 FlASI IIHG OPERAllON SHALL BE IN ALL RED. PHASE DIAGRAM DETAIL "A" [z] 4 SECTION VEHICULAR SIGNAL HEAD Ro yo Go GA~ POLE@ DETAIL "9"[!] 5 SECTION IIEHICUlAR SIGNAL HEAD Ro YO Go YA ~ GA ~ POLES@ac@ EXISTl'IG 2"C, 1 SIC TO EXISTl'IG CONTROLLER AT GREENH4VEN DRIVE/EL FUERTE SI REE r INl'ERSECTION (APPX. 1535 LF.) R/W EL FUERTE STR=EET~-----+-~ 5' -1-1-, ---,,,;-=--M ~~ M 11 ' -1;tl'-------S----';PAH~>----UEBIAAf------S------;> 1 1 ' -· If..=--M -==·"' --------M ------M -- 1300' TO 11· /uw1TuNE• M //\--M--M--M···- R/W © SIGNS THIS SHEET 00 - \ \ \ tr=--M -=~ M --=-v:-=~-M\1\ '{)ffi '-/1/lb '\ . I M .Ji; ,X '-1:'J':t, M M MAST ARM MOUNTED SIGNS 0 -M - mRll-3a ~ ~ R4ll(LT)(CA) POI.ES@,@,©•@ ~ Y RIIQB(MOO) (CA) 1--~--l NOi 11\JIIN I®!-" ., R7>--a(c,,) POLE @ NO U TURN ~ R411(RT)(CA) POLE@ NOTE: 1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE SPECIFIED. 2. CONTRACTOR StW.l. POTHOLE f'OUNOA110NS PRIOR TO ORDERING POI.ES NID MAST ARMS. 3. ALL EQUIPMENTPOlt'IDStW.l. BE SU8MITTED TO CITY FOR APPROVAL PRIOR TO PROCUREMENT. SPECIAL NOTE: CONTRACTOR MUST NOTIFY THE BELO# LISTED K;£HC'f AT L£AST TWO (2) WORKING DAYS PRIOR TO THE C01•1ENCEMENT OF EXCAVAllON: UNDERGROUND SERVICE ALERT (USA) 1-800-422-4133 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY DESIGN SPEED: EL FUERTE STREET = 45 MPH POLE@ DESIGN SPEED: NORTHERN PACIFIC RIDGE SCHOOL DRIVEWAY -25 MPH 0mmm lg] 2"C, 2le<~ 1fe(GffOI.IND) fu"C~~POINT (SERI/ICE POINT LOCAllON to BE DEi ERMINED BY THE CONTRACTOR NID SOGti: PLANNER.) 11'2 ,4#1C 1fll(GROU ---~--M _-_-_ 11 ' 1 1' I If..= M M 112 M...:..1 I 11' I M M M M - TRAFFIC SIGNAL CONSTRUCTION NOTES {THIS SHEET ONLY) OJ INSTALL TYPE 2070E OMNI EX IN MODEL 332L ALUMINUM CABINET INCLUDING THE NECESS~'!Y ~ES TO PROVIDE THE PHASING NID OPERAllON SHOWN ON THIS Pl.AN. THE CABINET SHALL HAVE A PULL-OUT DOCUMENT TRAY. THE CONTROLLER UNIT SHALL BE EQUIPPED WITH NI EDI 2010 ECUP CONFLICT MONITOR UNIT. A BR<W>IWID RADIO WITH INTEGRATED PNIEL ANTENNA SHALL BE INSTALLED. A MANAGED SWITCH WITH INTERNAL DC POIIER SUPPLY SHALL BE INST.&1I FD CABINET OOOR SHALL SHALL BE EQUIPPED WITH A BEST COMPANY LOCK CORE NID LOCK. (II INSTALL INTEGRATED SERVICE NID UPS ENCLOSURE, TYPE Ill-BF' SIGNAL NID LIGHTING SERVICE ENCLOSURE PER SOG&E REQUIREMENTS, PROVIDE 50A-1P, 120\I SIGNAL MEIERED CIRCUIT BREAKER, NID 30,t,-2P, 240\I LIGHTING UNMETERED CIRCUIT BREAKER. SERVICE CABINET SHALL BE FABRICATED FROM ANODIZED AUJMINUM SHEET PER CALTRANS SPECIFICATIONS. INSTALL Cl.ARY CORPORATION SP SERIES 1000 TRAFFIC UPS OR APPROVED EQUAL PROVIDE THE ELECTRONICS MOOULE, POIIER IKTERFACE MOOULE, NID BAIIERI' STSIEM CONSISTING OF SIX OUTPOST OPB-1241 BATTERIES. S'tSIEM StW.l. BE ETHERNET COMPATIBLE. 0 INSTALL DUAL CI-WINEL E.V.P.E. DETECTOR UNIT (3M OPTICOM MODEL 721 OR APPROVED =· CONTRACTOR SHALL FURNISH NID INSTALL E.V.P.E. EQUIPMENT, MOUNTING ME, CAa.E AND ALL OTHER HMOWARE NECESSARY. INSTALL OPTICOM MODEL 17114 PHASE SELECTOR IN CABINET. INSTALL OPTICOM GPS RADIO. STSIEM SHALL BE ETHERNET COMPATIBLE. (±1 INSTALL MAST ARM-MOUNTED OR POLE MOUNTED SIGN PER CALTRANS STNIDARO Pl.AN ES-7N OR RS4. m FURNISH NID INSTALL NON-ILLUMINATED MAST ARM MOUNTRI SIREEI NAME SIGN. DETECTOR ASSIGNMENTS DETECTOR PHASE SLOT FIELD NUMBER NUMBER TERMINALS 1 ,2 I2U T2-5 & II 2 112 I2L T2-7 & II 3 112 l3U VIDEO 4 112 I3L VIDEO 5 115 J1U T3-1 & 2 II 114 IIIU VIDEO 7 tl6 J2U n-5 ace II H J2L T3-7 & II II H J3U VIDEO 10 H J3L VIDEO 11 tl6 J4U VIDEO 11P HP I13U TB-7 & COMII FNA 112+115 J12U Tll-4 & COMII EVB 114 J13U TII-7 & COMII E't'C H J12L Tll-5 & COMII FLASH -I14U Til-10 & COM12 CONDUCTOR SCHEDULE p CONDUIT SIZE AND RUN AWG SIZE H POLE OR 3• 4• 3• 2 OR A CAa.E TYPE s CIRCUIT E N0.14 CWI 'iS POL£ -A C POLE -B 0 POLE -C N D 3 C POLE -D u 0 C N D 12 u C T 0 R TOTAL CABI ES - 3 CON / 12 CON 14 ECS 10 WMINAIRES 2 4 0 II GROUND 1 1 1 2 1 LETTERING StW.l. BE II" UPPER CASE NID II" LOWER CASE IN Cl..£ARIIIEW FONT. SIREEI NAME SIGN SHALL BE REFLECTIVE PER ASTM 041156 NID USE TYPE IX REFLECTIVE SHEETING (DW«>ND GRADE VIP OR EQUAL). (!] INSTALL VIDEO DETECT10N SYS I EM (ITERIS VECTOR SYSTEM) TO PROVIDE 3 CSC FLASHING BEACON 0 D 1 1 1 VEHICLE/BICYCLE DETECTION FOR All APPRO,t,CHES f,S 51.fOWN ON Pl.AN, INCLUDING VIDEO DETEC'TION PROCESSORS AND VIDEO MONITOR IN THE CONTROLLER CABINET, VIDEO DETECTION CAMERl,S AND ALL WIRING NID ANCIUARY EQUIPMENT. VIDEO DETECTION CAMERl,S SHALL BE MOUNTED ON SIGNAL MAST ARMS USING MNIUFACTURER-APPROVED RISER. VIDEO DETECTION SOFTWARE SHALL BE LATEST VERSION. [!) INSTALL 4-SECTION VEHICULAR SIGNAL HEAD. SEE DETAIL "A" THIS SHEET. (!] INSTALL 5-SECTION VEHICULAR SIGNAL HEAD. SEE DETAIL "8" THIS SHEET. [!j INSTALL TYPE I PEDESTTMN BARRICADE WITH ONE R411(LT)(CA) OR R411(RT}(CA) SIGN PER CALTRANS STNIDARO Pl.AN ES-7P f,S SHOWN ON Pl.NI. !10! INSTALL ENC0M WIRELESS ANTENNA TO FACILITATE INTERCONNECT WITH CllY TRAFFIC MNW;EMENT CENTER (TMC) PER CITY SPECIFICATIONS. ID] CONTRACTOR SHALL FURNISH NID INSTALL ENCOM SAFE SCHOOL Wllffl ESS COMMUNICAllON StSIEM FOR FLASHERS ON NORTH AND SOUTH APPROACHES. lg] CONTRACTOR StW.l. CONNECT CSC CONDUCTORS TO EXISTlNG Fll,SHER. ~ CONTRACTOR SHALL FURNISH NID INSTALL CCTV CAMERA (311eoHOIP). !14! INSTALL ACTELIS ETHERNET OVER COPPER CABINET COMMUNICAllON EQUIPMENT. II tl6+0LA 9 ____ ...J 11 ' 1 1 ' 1 SIC 1,,,1•• _____ 1 _· _·.,t:~ _. _,. ] 1 0' <-ROSSWAI..I( l, r----, 1 I I I I V--__ J VIDEO DETECT10N ZONE B __ l BCR FACE OF CURB POLE LOCATION DETAIL ,2 TYPE "B" DLC 115 H TOTAL 2+5 EVPE EVPE DETECTOR 4 EVPE II EVPE EVPE GPS RADIO TOTAL CCIV CABI.£ CCTV POWER VIDEO COAX VIDEO POIIER (3f1 II) IIPRf1 ll(SIC) CONDUIT FILL " NOT TO SCALE TOTAL CONDUCIORS / CABI ES 2"C, 2 DLC, \ INSTALL 1-3 CSC CON~, 1fll(GROUND) , ---- PEDESTRIAN PUSH BUTTONS PER /!,DI,, REQUIREMENTS 2"C, 2 DLC, INSTALL 1-3 CSC CONDUCTORS, 1 fll(GROUND) EXISTlNG 2"C, 1 SIC TO EXISTlNG CONTROLLER AT BRESSI RANCH WAY /EL FUERTE SIREEI INTtRsECTION (N>PX. 1100 LF.) -\ ======== --M-- L..--+---► H --M--- w i< MF'C•1 .15 ., 31 s M M---M · / 3' 2 2 2 1 1 1 2 2 2 0 3 2 5 5 1 1 1 1 1 1 1 1 1 1 1 1 1 2 3 0 4 4 1 1 0 1 1 1 1 0 1 1 1 2 0 3 3 1 2 0 3 3 0 0 0 2 2 20 111 12 17 17 11 111 II 34 211 NEW NEW NEW NEW NEW I 0Rll-3a / 10 \4 © 13 \STA. 32+115 STA. 33+73/ DECLARATION OF RESPONSIBLE CHARGE 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 f,S DEF1NED IN SECTION 11703 OF THE BUSINESS NIO PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STNIDAROS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICA110NS BY THE CITY OF CARLSIW) IS CONFlNED TO A REVIEW ONLY NID DOES NOT RELIEVE ME, f,S ENGINEER OF WORK, OF MY RESPONSIIIIUTIES FOR PROJECT DESIGN. ~9f.1if'1 R.C.E. 435115 LINSCOTT, LAW & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 100 San Diego, Ca 92111 (11511)300-8800 (858)300-8810 {FX) TS1-6#4.0WG 3/5/14 Drawn . DVS Cho<"-d . JPK NOTE FOR TRAFFIC SIGNAL GENERAL NOTES, AND LEGEND, SEE SHEET 1. /1\ DATE INITIAL DATE INITIAL ENGINEER ~ WORK REVISION DESCRIPTION OlHER APPROVAL TS-1 "AS BUil T" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE ~I CITY OF CARIBBAD II SHEETS I TRANSPORTATION DEPARlMENT 3 IMPRO\IEMENT PLANS FOR: 8. FUER1c 81 FEE I and PACIFIC Al~3F t:ICHOOL N0fffllEAN DPIVEWAY TRAFFIC SIGNAL Pl.AN C4ti5 MANAGER PE 41204 EXP. 3/31/15 ~ ,~~~~S<I ~ ., DATE DWN BY:~ PRO.ECT NO. DRAWING NO. INITIAL CHKD BY: CUP-0611 (B) CITY APPROVAL RVWD BY: 445-2F : I C I s ! N "II I