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HomeMy WebLinkAboutDWG 414-7; 3882-1; POINSETTIA LN & SNAPDRAGON DR TRAFFIC SIGNAL; 01-03CITY OF OCEANSIDE HIGHWAY 715 '\ / I/ PACIFIC OCEAN CANNON l"-0 -1.. ~ ' , i' NOT TO SCALE !' EL CITY OF CARLSBAD TRAFFIC SIGNAL PLAN FOR POINSETTIA LANE AND SNAPDRAGON DRIVE - --~ I I CITY OF VISTA CITY OF ENCINITAS L .. L .. 7 . I r··--, ROAD • PL if - I J '<' L.\. ' VICINITY MAP CITY OF SAN MARCOS PROJECT NO. 3882-1 WORK TO BE DONE: TI-IE IMPROVEMENTS CONSIST OF TI-IE FOLLOWING WORK TO BE DONE ACCORDING TO TI-IIS PLAN AND: 1. THE CITY OF CARLSBAD SPECIAL PROVISIONS. 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (JULY 1999 OR LATEST REVISION). 3. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS (JULY 1999 OR LATEST REVISION). 4. CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF TRAFFIC CONTROLS AND MAINTENANCE OF WORK ZONES (1996 EDITION OR LATEST REVISION). 5. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2003 EDITION OR LATEST REVISION). 6. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (2003 EDITION OR LA TEST REVISION). GENERAL NOTES -TRAFFIC SIGNAL: 1. TI-IE LOCATION OF ALL UNDERGROUND UTILITIES ON THESE PLANS IS APPROXIMATE. TI-IE CONTRACTOR SHALL DETERMINE TI-IE 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. 3. ALL NEW PULL BOXES AND COVERS SHALL BE CONCRETE UNLESS OTHERWISE SHOWN. PULL BOX COVERS SHALL BE IAARKED WITH "TRAFFIC SIGNAL". ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE SPECIFIED. MAXIIAUM 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 AND PULL ROPE SlUBBED OUT TO THE ADJACENT NO. 6 PULL BOX FOR FUlURE USE. 6. ALL SIGNAL HEADS SHALL BE 12" IN DIAMETER WITH BACK PLATES. ALL RED, YELLOW, GREEN AND PEDESTRIAN INDICATIONS SHALL BE L.E.D. 7. PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL BE TYPE "A", L.E.D. PEDESTRIAN PUSH BUTTONS SHALL BE 2" ADA. 8. ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. 9. SIGN PANELS FOR INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE FABRICATED USING PRISMATIC, CUBE CORNER REFLECTIVE SHEETING (DIAMOND GRADE OR EQUAL). 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF TRAFFIC STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND TRAFFIC SIGNING SHOWN ON THESE PLANS. 11. THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE FOR THE LOCATIONS OF THE STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND SIGNING PRIOR TO PAINTING AND INSTALLATION. 12. TIHE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY GRINDING. INDEX OF SHEETS: 13. THE CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARD MORE THAN TWO WEEKS PRIOR TO THE SCHEDULED TRAFFIC SIGNAL lURN-ON UNLESS APPROVED BY TI-IE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. 14. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK DURING FLASHING OPERATIONS. 15. All TRAFFIC SIGNAL lt.lPROVEMENTS 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 DISlURBED 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 APPROPR!A TE, 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 CONTRACTOR'S 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 REMOVED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 22. LUMINAlRES AND INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL HAVE TYPE IV P.E.C. 23. CONTRACTOR SHALL REMOVE ANO REPLACE EXISTING LANDSCAPING AND IRRIGATION SYSTEM AS NECESSARY. CONDUCTOR SCHEDULE AWG SIZE p POLE CONDUIT SIZE AND RUN H 3" 3• 3" 3" 3" 2-Y OR A OR /,\ /2\ A-. /4\ /4\ 16\ CABLE TYPE ~ CIRCUIT N0.14 CABLES POLE -A -0/1 0/1 --0/1 8 POLE -B 1 /1 1/1 1/1 - -1/1 N 3 C POLE -C ---2/1 2/1 2/1 D 0 1/1 1/1 N POLE -D --- -~ D 12 u C T 0 R TOTAL CABLES -3 CON/12 CON 1/1 1/2 2/3 2/1 2/1 4/4 #12 IISNS 2 2 2 2 2 2 #10 LUM IN AIRES 2 2 2 2 2 2 #8 SIGNAL --- - -- TDTAL 4 4 4 4 4 4 ~ VIDEO POLE -A -1/1 1 /1 - -1/1 <= COAX POLE -B 1/1 1/1 1/1 - -1/1 ~ (BELDEN POLE -C ---1/1 1/1 1/1 ~ 8281) POLE - D -- - - - - ~ VIDEO ~ POWER 'S (3#16) TOTAL VIDEO 1 /1 2/2 2/2 1 /1 1 /1 3/3 112 EVA - - -1 1 1 114 EVB -- - -- - •1 +•6 EVC -1 1 --1 DLCM it8 EVO 1 1 1 --1 TOTAL DLC 1 2 2 3 SIC 6 PAIR M20 2 2 2 TOTAL CONDUCTORS/ CABLES 9 13 15 12 12 23 NOTE: 1. ALL CONDUIT AND CONDUCTORS ARE NEW UNLESS OTHERWISE SPECIFIED. 2. SIC -SIGNAL INTERCONNECT CABLE "AS BUILT" DATE P.E. ___ _ EXP. ___ _ REVlEWEu BY: INSPECTOR DATE liQ. 1. 2. 3. DESCRIPTION TITLE SHEET t---t-----;--------------+---+----+---+-----1 I SHE1ET I CITY OF CARLSBAD 137 ENGINEERING DEPARMENT ~ :=::==-=================---=====: TRAFFIC SIGNAL PLAN SIGNING AND STRIPING PLAN TRAFFIC SIGNAL PLAN FOR: POINSETTIA LANE AND SNAPDRAGON DRIVE ~jROVED _/ >----+---+-----------------+---t----+---+----1 •·,t-"'t. .I", '/z..,/o+- DEPUTY CITY ENI NEER R« 28515 EXP. 3/31/06 r DATE ~ u OWN BY: JTK PROJECT NO. DRAWII-IG NO. j CHKD BY: 1 DATE INITIAL DATE INITIAL DATE INITIAL FIELD BY: 3882-1 414•7 "" L ____________________________________________________________________________________________ l!E~NG:!!IN~EE~R~OF!.,.!W!£0R!!!K:1... ____ _:R_::E:.:Vl.:.:S:::IO::_N:..::D_:E:_SC::_R:_::IP'...Tl::.O::N.:..._ ____ .i.20:!!;TH!f!ER~AP;!P~RO~V~AL;.l_J:C!J:ITY:::..!!AP;EP:!::R02;:V~AL;...l.::::======-=======-======::::..J ~ L POLE SCHEDULE MAST ARM TRAFFIC SIGNALS PED SIGNALS PPB PLACEMENT LOC. MAST ARM PHASI PHASI LUMINAIRE SIG. LUM. MOUNTING INDICATIONS MOUNTING QUAD MAS 3-12" (RA, YA,GA) 0 26-4-80 45' 12' MAS 3-12" (R,Y,G) -- - -250W HPS SV-2-TA 3-12" (R,Y,G) 3-12" (R,Y,G) ® MAS 3-12" (R,Y,G) 17-3-80 20' 12' SP-1-T 8P E 8P 250W HPS SV-1-T 3-12" (R,Y,G) © MAS 3-12" (RA,YA,GA) BP w BP 19-4-80 30' 12· SP-2-T 250W HPS SV-1-T 3-12" (R,Y,G) 2P N 2P ® TYPE 15 -12' SV-1-T 3-12" (RA,YA,GA) SP-1-T 2P s 2P 250W HPS NOTES; 1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE SPECIFIED. 2. CONTRACTOR SHALL POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES AND MASTARMS. -TELE R/W RISER EXIST. 3"C NEW SIC _/.-~=,_..,-- TO CONTROLLER AT SDG&E VAULT BA TIOUITOS DRIVE ON SOUTHWEST CORNER (APPROX. 1250' <t_ TO 't) 300' 10 UMl1 LINE 'WALL CONSTRUCTION NOTES: CONC 33"RCP --□ IRG BOX 10"1REE UNDERWALK DRAIN A B ~EE PLAI SEE PLAI 13' - -16' WALL m INSTALL TYPE 170E CONTROLLER IN MODEL 332 ALUMINUM CABINET INCLUDING THE NECESSARY ACCESSORIES TO PROVIDE THE PHASING AND OPERATION SHOWN ON THIS PLAN. THE CABINET SHALL HAVE A PULL-OUT DOCUMENT TRAY. THE CONTROLLER UNIT SHALL BE EQUIPPED WITH ONE MODEL 412C PROGRAM MODULE, ONE MODEL 404 MODEM, ONE BLANK MODEL 27256 EPROM PROGRAMMING CHIP, TWO MODEL 752 DUAL PRIORITY DISCRIMINATOR CARDS, TYPE 200SA LOCAL INTIERSECTION CONTIROL PROGRAM AND TYPE 225 CONFLICT MONITOR UNIT. AN UNINTIERRUPTIBLE POWER SYSTEM (UPS) SHALL BE INSTALLED IN THE CABINET USING A SWING-AWAY MOUNTING. THE UPS SHALL BE CAPABLE OF PROVIDING A MINIMUM OF EIGHT HOURS C 7' 7' 7' 3' OF RED FLASH OPERATION (CLARY SP 1000 SERIES OR APPROVED EQUAL). BATTIERIES FOR UPS SHALL BE HOUSED IN A NEMA 3R RA TIED CABINET MOUN TIED TO THE SIDE OF THE MODEL 332 CABINET PER CAL TIRANS SPECIFICATIONS. CONSTIRUCT SLUMP BLOCK WALL AS REQUIRED. REPAIR LANDSCAPING AND IRRIGATION SYSTIEM AFTER INSTALLATION. [II III [ID [fil II] [[I INSTALL VIDEO DETIECTION SYSTIEM TO PROVIDE VEHICLE AND BICYCLE DETECTION FOR ALL APPROACHES AS SHOWN, INCLUDING VIDEO DETECTION PROCESSORS AND VIDEO MONITOR MOUNTED IN THE CONTROLLER CABINET, VIDEO DETECTION CAMERAS MOUNTED ON THE LUMINAIRE MAST ARMS AND ALL NECESSARY WIRING AND ANCILLARY EQUIPMENT. VIDEO DETECTION SYSTIEM SHALL BE ITERIS VANTAGE EDGE OR APPROVED EQUAL. THE CONTIRACTOR SHALL FURNISH ONE EXTIRA VIDEO DETECTION PROCESSOR CARD TO THE CITY AT SIGNAL TURN-ON. INSTALL TYPE Ill-BF SIGNAL AND LIGHTING SERVICE ENCLOSURE PER SDG&E REQUIREMENTS. PROVIDE: 50A-1P, 120V SIGNAL METERED CIRCUIT BREAKER, 15A-1P, 120V INTIERNALLY ILLUMINATIED STREET NAME SIGN (IISNS) METERED CIRCUIT BREAKER, 30A-2P, 240V LIGHTING UNMETERED CIRCUIT BREAKER. SERVICE CABINET SHALL BE FABRICATIED FROM ANODIZED ALUMINUM SHEET. CONSTIRUCT SLUMP BLOCK WALL AS REQUIRED. REPAIR EXISTING LANDSCAPING AND IRRIGATION SYSTEM AFTER INSTALLATION. INSTALL SINGLE-CHANNEL EMERGENCY VEHICLE PRE-EMPTION (EVPE) DETECTOR UNIT (3M Q,PTfCOM MODEL 711 OR APPROVED EQUAL). SEE DETAIL B, THIS SHEET. INSTALL 2" CONDUIT AND PULLROPE FROM SERVICE CABINET TO SDG&E VAULT PER SDG&E REQUIREMENTS. CONDUCTORS BY SDG&E. INSTALL MAST ARM MOUNTED SIGN PER CAL TRANS STANDARD PLAN ES-7N, DETAIL •u•. SIGN TYPE AS NOTIED ON PLAN. SEE DETAIL C, THIS SHEET. REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, ADJACENT PULL BOX AND CONDUCTORS AND BACKFILL. POLE AND FIXTURE TO BECOME THE PROPERTY OF THE CONTRACTOR. SEE SHEET 3 FOR SIGN RELOCATIONS. SAWCUT AND REMOVE EXISTING CURB, GUTTIER ANO SIDEWALK. INSTALL NEW TYPE "B" PEDESTRIAN RAMP PER SAN DIEGO REGIONAL STANDARD DRAWING G-27. [[] INSTALL TYPE 1 PEDESTRIAN BARRICADE WITH TWO (2) R49 SIGNS PER CAL TRANS STANDARD PLAN ES-7P. ~ INSTALL NEW CONDUIT INTO EXISTING PULLBOX. I.1.S.N.S. DETECTOR SCHEDULE Snapdragon Dr UETIECTOI PHASE SLOT FIELD NUMBER NUMBER TIERMINAL Poinsettia Lane Snapdragon Dr - -- EXIST. R2(45) 0 \ RG TELE PB RISER PPB 2P PPB 4P PPB 6P PPB BP EVA 2 EVB 4 EVC 1+6 EVD B FLASH - 11 l 2 ~ ~~-.L. N -"' "' w ...J 0 I CJ z <( I w -ll G CJ V1 2 SIGNAL 2,1!1 O(LUMIN AIRES) 2,1!12(11SNS) (D Q. f--I G ::J f--w ~ R/W V1 Cl WALL 8"P ELEC RISER EL ME - I12U N/A N/A I13L J12U N/A J12L J13L I14U 52.0' 6"TREE TB-4 & COM 6 NOT USED NOT USED TB-B & COM 9 T9-4 & COM 6 NOT USED T9-5 & COM 6 . -, ---·-"" ····'" . -- T9-B & COM 9 TB-10 & COM 12 ~ 20.5' 6"TREE 11 11 IL : I lij 11 11 11 20· o· 20 30,. W 11 ~·I 11 "I SOG&E VAULT 12"PALM 12"PALM STOP SIGN '- - R/W 5 ALYSSUM ROAD "' 0 !->----+---(D 40' 20 111 = 20' 0 20 40 ---- GRAPHIC SCALE PHASE DIAGRAM \11 17)2 17)3 \14 NOT NOT ~ r -<I--(> USED USED c&5 1&6 c&7 c&B ~ NOT NOT Yv L- USED USED PHASE SEQUENCE ! 1 +6 I I I 2+6 I I I B I SEQUENCE Willi CALLS ON ALL PHASES D BOX 6"TRff 3"C, 2-NEW SIC DETAIL A: SIGNAL POLE LOCA llON N.T.S. GRASS- 6"TREE AB-121 ASTRO MINI-BRAC OR EQUAL WALL 30" 35• 30" 30" 35• 30" R34 R73-2 l:fil DETAIL C: MASTARM MOUNTED SIGNS N.T.S. WALK CO~IC-..WA, 1RG 300' TO X-WALK GRASS r, I I ,,,6 --1 I I I L.-' BOX GRASS 10"TREE 16"iREE APPROACHING VEHICLES III DETAIL B: EVPE DETECTOR MOUNTING N.T.S. EVPE DETECTOR MAST ARM STAINLESS STEEL BAND R/W EXIST. 3"C NEW SIC TO CONTIROLLER AT CRYSTALLINE DRIVE ON SOUTHEAST CORNER (APPROX. 1220' <t_ TO <t) LEGEND: r----7 VIDEO DETECTION ZONE L ____ ...J -■II VIDEO DETECTION CAMERA MASTARM MOUNTED SIGN E.V.P.E. DETIECTOR "AS BUILr" I SEE SHEET 3 FOR SIGNING AND STRIPING P.E. ___ _ EXP. ___ _ DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CJTY APPROVAL REVIEWED BY: INSPECTOR DA TIE I SH~ET I CITY OF CARLSBAD I SH:ETS I ENGINEERING DEPARMENT TIRAFFIC SIGNAL PLAN FOR: POINSETTIA LANE AND SNAPDRAGON DRIVE ~ROVED .).. ~ I .w.~ ,. /-,..,._ 1--t: DEPUTY CITY EN~EER R< 28515 EXP. 3/31/0ti A OWN BY: JTIK CHKD BY: FIELD BY: PROJECT NO. 3882-1 DRAWING NO. 414-7 " o 0 ' oi ' ~ ID N ~ "' 0 • ...., "! .... 0 (.-a C ""'" g .... I N I ~ ....J L SIGNING NOTES: [TI m m INSTALL NEW SIGN ON NEW TELESPAR POST AS SHOWN. REMOVE R1 "STOP" SIGN AFTER SIGNAL IS OPERATIONAL. INSTALL NEW R26 SIGN ON EXISTING POST. DOUBLE STREET NAME SIGN TO REMAIN. RELOCATE EXISTING SIGN FROM STREET LIGHT POLE TO NEW TELESPAR POST AS SHOWN. STRIPING NOTES: @ PAINT PER CAL TRANS DETAIL XX. ~ REFRESH 12" WHITE CROSSWALK OR LIMIT LINE (THERMOPLASTIC). (§) REMOVE EXISTING CONFLICTING STRIPING AND MARKINGS BY GRINDING. s INSTALL PAVEMENT MARKING OR LEGEND INDICATED (THERMOPLASTIC). GENERAL NOTES -SIGNING & STRIPING: 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL, CALTRANS STAND SPECIFICATIONS (JULY 1999 OR LATEST REVISION), 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 THE PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIFICATIONS. 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 MARKINGS ON POINSETTIA LANE WITHIN 200' OF THE PROPOSED CROSSWALKS OR LIMIT LINES, INCLUDING YELLOW MEDIAN NOSES, SHALL BE REFRESHED IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. !!. 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 TIHE LATEST VERSION OF TIHE CALTRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO TIHE LATEST CALTRANS TRAFFIC MANUAL AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALTRANS TRAFFIC MANUAL UNLESS OTI-IERWISE SPECIFIED. 14. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITI-1 BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 15. WHEN A SlGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY MOUNTING BRACKET WITH STRAPS. 16. EXISTING SIGNS THAT ARE REMOVED SHALL BECOME TIHE PROPERTY OF THE CONTRACTOR. 17. "STOP" AND "STOP AHEAD" SIGNS AND PAVEMENT LEGENDS SHALL NOT BE REMOVED UNTIL TRAFFIC SIGNALS ARE OPERATIONAL OR UNTIL DIRECTED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. 18. NEW "SIGNAL AHEAD" SIGNS AND PAVEMENT LEGENDS SHALL NOT BE INSTALLED UNTIL TRAmC SIGNALS ARE OPERATIONAL OR UNTIL DIRECTED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. 17. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED BY AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. POINSETTIA LANE ,..., 340' 10 UMl1 UNE 40 0 1"=40' 40 EXIST. STRIPING TO BE REFRESHED SEE GENERAL NOTE /16 BO GRAPHIC SCALE 3 R2(45) I ~ ~ ~ ~ ~ ~ ~ ~ fl) I I I I J "" ~ ... ! 200' - R26D/R81 SEE GENERAL NOTE #6 EXIST. STRIPING TO BE REFRESHED ---------------- ~--EXIST. DETAIL 22 TO BE REFRESHED ALYSSUM ROAD .. ..... .... EXIST. STRIPING TO BE REFRESHED ,,,,,.. EXIST. PAVEMENT ARROW TO REMAIN, TYP. SEE SHEET 2 FOR TRAFFIC SIGNAL PLAN I 340' TO X-WALK W41 ""' .... """ ,. ... "" 00 ""' ... ..... , "AS BUil T'' DATE P.E, ____ EXP. ___ _ REVIEWIED BY: INSPECTOR DATE l---f-----l--------------+-----+-----+---+-----11 SH3EET I CITY OF CARLSBAD 137 ENGINEERING DEPARMENT ~ ::=::::::::.-================:::'....::::::~ DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITlAL OTHER APPROVAL CJTY APPROVAL SIGNING & STRIPING PLAN FOR: POINSETTIA LANE AND SNAPDRAGON DRIVE '-b---.L• EXP. 3 31 06 DATE DWN BY: JTK PROJECT NO. 3882-1 DRAWING NO. 414-7 CHKD BY: FIELD BY: ;i; ' ~ N ' "' ~ "' w "1 • ~ 0 "" '""' ... . e 0. w ·c i--~ V, ... I "' "' I ., -..,l "'