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HomeMy WebLinkAboutDWG 514-1; 6070; RECTANGULAR RAPID FLASHING BEACON SIGN INSTALLATION; 01-09AS-BUILTS SELECT ELECTRIC INC. BY: DATE: 7/10/20J. ANDERSON E 0. 0 "' "' > 0 z r --0 .0 GENERAL NOTES 1. THIS PLAN SUPERSEDES All OTHER PLANS PREVIOUSLY APPROVED BY TI,E CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF 11,IS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR 011,ER ADDITIONAL DOCUMENTS LJSTED HEREON AS TI,EY MAY PERTAIN TO THIS PROJECT. TI,E ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE 11-IESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE TI,E ENGINEER-OF-WORK FROM RESPONSIBILJTY FOR TI,E CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. All PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM THE CITY WILL BE REQUIRED FOR ANY WORK IN lliE PUBLJC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON lliE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. lliE INSURANCE COMPANY WRITING I!:iLPOUCY MUST ~8... RATING QE_ "A-· QR_BETTER At:!Q__A_SIZE_ CATEGORY OF CLASS VII OR BETTER AS 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. NO REVISIONS Will BE MADE TO TI-!ESE PLANS WllliOUT THE WRITTEN APPROVAL OF lliE TRANSPORTATION DIRECTOR, NOTED WlllilN TI,E REVISION BLOCK, ON TIHE APPROPRIATE SHEET OF TI,E PLANS AND TITLE SHEET. 7. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY lliE TRANSPORTATION DIRECTOR. 8. TI-IE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF lliE WORK BY TIHE CITY. 9. ACCESS FOR FIRE AND OlliER EMERGENCY VEHICLES SHALL BE MAINTAINED TO TI-IE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 10. WHERE TRENCHES ARE WlllilN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF lliE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. TI,E SOILS REPORT Will BE SUBMITTED TO TIHE CITY ENGINEERING INSPECTOR WITIHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO TI,E CITY ENGINEERING INSPECTOR UPON COMPLETION OF TI,E FIELD TESTS. 11. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO lliE BEGINNING OF WORK At:!!2.... SHALL BE_ ATTENDED Irr_ ALL_ REPRESENTATIVES RESPONSIBLE E0R. CONSTRUCTION INSPECTION SUPERVISION TESTING AND ALL OTHER ASPECTS OF lliE WORK. lliE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING 11-!E INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 12. ALL_INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING l\'!.!..L BE MADE fil:: CALLING lliE. ENGINEERING 24-HOUR INSPECTION REQUEST !JNL AL (760) 438-3891. INSPECTION REQUESTS MUST BE__RECEIVED PRIOR TO Z;_QQ_E.JL_ON_ THE DAY BEFORE THE INSPECTION !S.... NEEDED. INSPECTIONS WILL BE MADE lliE NEXT WORK DAY UNLESS YOU REQUEST 011,ERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FUU. WORK DAYS LATER. 13. TI-!E CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO All LOCAL, TO AU. LOCAL STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 14. lliE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO lliE TRANSPORTATION DIRECTOR AND/OR CONCERNED AGENCY SHOWING lliE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM TIHE HAZARD OF CAVING GROUND DURING TI,E EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING TIHE PIPE INSTALLATION TI,EREIN. TIHIS PLAN MUST BE PREPARED FOR AU. TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY lliE TRANSPORTATION DIRECTOR AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF TI-IE PLAN VARIES FROM THE SHORJNG SYSTEM STANDARDS ESTABLISHED [l'._ lliE CONSTRUCTION SAFETY ORDERS, ]JLE 8 CALIFORNIA ADMINISTRATIVE CODE, I!:iL e!.hN_ SHALL L PREPARED Irr_ A_ REGISTERED ENGINEER AT 11,E CONTRACTORS EXPENSE. A COPY OF THE OSKA EXCAVATION PERMIT MUST BE SUBMITTED TO TI-IE INSPECTOR PRIOR TO EXCAVATION. 15. !L AN.l'... ARCHAEOLOGICAL RESOURCES AEL DISCOVERED WITHIN AN.l'... WORK ZQ!:!E. DURING CONSTRUCTION. OPERATIONS Will CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY TI,E TRANSPORTATION DIRECTOR. OPERATIONS WILL NOT RESTART UNTIL lliE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM TI,E TRANSPORTATION DIRECTOR TO DO SO. 16. AL!._ OFF-SITE HA!,/LROUTES SHALL BE SUBMITTED Irr... THE CONTRACTOR TO 1!::!LCLrLFOR APPROVAL JW0 FUI I WORKING DAYS PRIOR TD BEGINNING OF WORK. THE CONTRACTOR SHALL BE.. RESPONSIBI E FQ!LANY DEBRIS OR.. DAMAGE OCCURRING ALONG 1!::!LHAUL ROUTE OE. ADJACENT STREETS AS A RESULT OF 11,f GRADING OPERATION. 17. NQ. BLASTING SHALL ~ COMMENCED WllliOIJT A_CITY APPROVED BLASTING PROGRAM AND LASTING PERMIT. 18. lliE EXISTENCE AND LOCATION OF UTIUTY STRUCTURES AND FACILITIES SHOWN ON TIHE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF TIHE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF 011-IER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON TI-IE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 19. lliE CONTRACTOR SHALL VERIFY TI,E LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WlllilN TI,E PROJECT SITE sumCIENTL y AHEAD OF THE CONSTRUCTION TO PERMIT lliE REVISIONS OF THE CONSTRUCTION PLANS IF !T IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITI-1 TIHE PROPOSED WORK. 20. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR lliEIR FACILITIES AND SHALL COORDINATE WORK Willi A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E AT&T TIME WARNER CABLE COX COMMUNICATIONS CITY OF CARLSBAD(STREETS AND STORM DRAIN) • CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) * SAN DIEGUITO WATER DISTRICT * LEUCADIA WASTEWA TIER DISTRICT * VALLECITOS WATER DISTRICT * OLJVENHAIN WATER DISTRICT * BUENA SANITATION DISTRICT AS APPROPRIATE • (800)422-4133 (800)411-7343 (800)892-0123 (760 )438-77 41 (619)262-1122 (760)434-2980 (760 )438-2722 (760)633-2650 (760)753-0155 (760)744-0460 (760)753-6466 (760)726-1340 x1330 21. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS CONSTRUCTED BY 11,IS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO lliE SA TISIF ACTION OF lliE TRANSPORTATION DIRECTOR. CONSTRUCTION PLANS FOR RECTANGULAR RAPID FLASHING EACO SIGN INSTALLATIONS CITY OF CARLSBAD CARLSBAD, CALIFORNIA VI Cl N ITY MAP CITY OF OCEANSIDE HIGHWAY ?s ROA *7 CITY £_1\\t'-\.,~- NOT TO SCALE OF VISTA CITY OF SAN MARCOS PACIFIC OCEAN "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE IHA T I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER Tr/£ DESIGN OF THE PROJECT AS DEANED IN SECTION 6703 OF TrlE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIACATIONS BY THE CITY OF CARLSBAD DOES NOT REUEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBIUTIES FOR PROJECT DESIGN. ARM: STC TRAmC ADDRESS: 5865 AVENIDA ENCINAS, #1428 CITY, ST.: CARLSBAD, CA TELEPHONE: 760-602-4290 BY: ~ ~;...-;~ NICOLAS M. MINICIW R.C.E. N0.:_7'-46"'-'--67'------------- REGISTRATION EXPIRATION DATE: 12-31-2019 DATE: ~//_•/_4_·_/f __ _ I AVE CITY OF ENCINITAS DIAL TOLL FREE 8-1-1 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND S£RYlC!:: ALERT ~ S001HERN CAUF'ORNIA * PROJECT LOCATIONS ~ ~#~,0 58S5 A\IENIDA ENONAS. SUi'TE 142 3, CARl.SBAO, CA. 92008 PHONE; 760-®2-4290 WWWSTCTRAFTIC.COM DA1E HllAL ENGINEER al' WORK WORK TO BE DONE TrlE IMPROVEMENT WORK SHALL BE PERIFORMED IN ACCORDANCE WITr-1 THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY TI-IE TRANSPORTATION DIRECTOR. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. TrllS SET OF PLANS LEGEND EXISTING STREET LIGHT POLE EXISTING SIGN ON POLE RECTANGULAR RAPID FLASHING BEACON ASSEMBLY_ CURB--------------- EDGE OF SIDEWALK GUTTER-------------- ABBREVIATIONS EX EXISTING. RS REMOVE AND SALVAGE. TYP TYPICAL. ASSY ASSEMBLY. SHEET INDEX LOCATION NO SHEET NO 1 2 1 3 2 4 3 5 4 6 5 7 6 8 7 9 DATE INmAI. DA1E DESCRIPTION TITLE SHEET DETAIL SHEET BATIQUITOS DRIVE AT GOLDEN STAR LANE FLASHERS BA TIQUITOS DRIVE AT A VIARA DRIVE FLASHERS BA TIQUITOS DRIVE AT SPOONBILL LANE FLASHERS ARMADA DRIVE AT FLEET STREET (N) FLASHERS ARMADA DRIVE AT FLEET STREET (S) & GRAND PACIFIC DRIVEWAY FLASHERS STATE STREET AT LAGUNA DRIVE FLASHERS GATEWAY ROAD AT INNOVATION WAY FLASHERS AU. STANDARD DRAWINGS ARE SAN DIEGO REGIONAi. STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE: .. arr OF CMI.SiW) STANDARD • CARI..SBAD MIJINICIPAL WAID? D/S7RICT STANDARD DRAWING -SDRSD AS OOD/FIED BY arr OF CARLSBAD "AS BUil T" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE 1111 CITY OF CARLSBAD 11~ms1 ENGINEERING DEPARTMENT 9 DIPRIOVDDT PUNS FOR: RECTANGULAR RAPID FLASHING BEACON SIGN INSTALLATION 11-n.,. 1 >PPR~~ K. PLANTZ Jz.l.!ol!.e 11WlSPORTliOON 'i1.F£.W:AI. H>f;7 Pf. C42790 3 .131 120 DAlE DWN BY: PROJECT NO. INl1lAl CHKD BY: biM REVISION DESCRIPTION OTHER APPROVAi. CllY APPROVAL RWID BY: JS I 6070 I DRAWING NO. 514-1 E 0 " ... ___________________ ....,....,,.... __ ,.... _______ ...., ____ ......................................................................................................... ____ .....,...., .................... _,,....., ...... ,_...,,_...,...,,_.,....,,_,_.,.....,.,.....,.,....,,_.....,.,.,_,_...,...,,_....,.....,....,....., .......... ....., ........... ________ ...., .......... .,.,_,.. ___ ................ ,_ ..... ...,.,_ .......... ....,,.,.,. ...... _,,.,.,.....,,.,.,.,.,.,.,.,.,.,_ ............ """" 8.0'18 SIDEWALK BUMPOUT TOWARDS RRFB. 24'-8. 5 " 18 0 0 "' .... "' 0 / 00 © " ·1: © er, " "' ·a; © 0 E C. :::; "' c:, 0 N ..,. NOTES w11 -2 W16-9P \m PLACE SIGN AT 250' FROM CROSSWALK CONTRACTOR SHALL VERIFY POLE LOCATION WITH THE DIRECTOR OF TRANSPORTATION OR HIS REPRESENTATIVE PRIOR TO POLE INSTALLATION. CONSTRUCTION NOTES IT! FURNISH AND INSTALL RECTANGULAR RAPID FLASHING BEACON ASSEMBLY (TAPCO RRFB-XL2 OR APPROVED EQUAL). SEE DETAIL "A", SHEET 2. [I] FURNISH AND INSTALL SIGN AND POST PER SDRSD M-45 AS NOTED ON PLAN. ill APPLY CONTINENTAL CROSSWALK PER DETAIL "B", SHEET 2. 0 RELOCATE EXISTING R2-1(40) SIGN. FURNISH AND INSTALL POST. II] CONSTRUCT TYPE C CURB RAMP PER SDRSD G-29 WITH YELLOW TRU'JCATED SDRSD G-30. DOr..ES PER ~ APPLY THERMOPLASTIC WHITE TRIANGLE YIELD LINE PER CALTRANS STANDARD PLAN A24E. @] TRIM EXISTING TREES TO PROVIDE CLEARANCE FOR SOLAR PANELS. □ SIGN LEGEND W11-2 W16-9P V HERE ,41 ~ I\ \1116-7P R1-5 20 10 0 20 40 60 ----------l SCALE: 1 "=20 ' PLACE SIGN AT 250' FROM CROSSWALK I CITY OF CARI.BEAD ii SliEETS I l---+--t---------------l-----+---;l---1-----1 ENGINEERING DEPARTMENT 9 1-----t---+--------------!----+----l~-+---I l---+--;--------------+---+--lf---1----1 DIPBOVEMENT PU.NS FOR: BATIQUITOS DRIVE AT GOLDEN STAR LANE p SHEET APPROVED MARSH~ l'l.ANTZ ~ DIAL TOLL FREE ~1f.~J~i'=!:lU~'f'--'fS!S.:_. __t_~;:21:_ ______ _!31'-flO j,g 8-1-1 TRANSPORTAllON DIRE PE C42790 3 1 20 DAlE AT8~ ~ g:,rs h 0;;:A::;:;1Erl"INl11Al.=::--t---------------+--0.,.-1E----1-N11AL..,...-4-_D_A1E--I-N11AL----I OWN B : ----'~-PRo.ECT NO. I DRAWING NO. "' REVISION DESCRIPTION CHKD BY: NM 6070 E ·/'f•/1 '865 A,rn10A tNClN.OS. SUITE H2 ,. CARlS&'O. CA 92COII ENGINEER (J' WORK ,,,...._ •-m ~ •-•• R'"'"°' BY•. ,IS 514-1 0 lJll:ERGRCX.III 5ERw::E AU:RT CF S(1ITHERN CA1..FORN1A PHONE: 760-602-4290 WWW.sTClRAFFlC.COM v1r-~,. ,v-rn.uw-., 1-,ol I I --r-n.'lwl'11'"'-'t' ffl,I •-'----------1 u ...__ _____________________________ =:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;,;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;,;~;;;;;;;;;;;;;;~~;;;;;;;;;~~~~~ 425' 0 0 ,.-; ... ..., i 0 -6 0 ~ C ·;:: ID ID C a, C w I " 3-m "' ,.._ "' "' I E Q. <D ..., ,;; "" 0 N .,: > 0 z ~ 0 -"' BATIQUITOS DRIVE _________________ _:_ ___ _:__ -------- 13 W11-2 5 W11-2 &: W16-9P EXISTING POST AT 250' FROM CROSSWALK NOTE S CONTRACTOR SHALL VERIFY POLE LOCATION WITH THE DIRECTOR OF TRANSPORTATION OR HIS REPRESENTATIVE PRIOR TO POLE INSTALLATION. CONSTRUCTION NOTES POSTED SPEED 40MPH 5' [j] FURNISH AND INSTALL RECTANGULAR RAPID FLASHING BEACON ASSEMBLY (TAPCO RRFB-XL2 OR APPROVED EQUAL). SEE DETAIL •A", SHEET 2. [l] FlFNISH AND INSTALL SIGN AND POST PER SDRSD M-45 AS NOTED ON PLAN. 0 APPLY CONTINENTAL CROSSWALK PER DETAIL "B", SHEET 2. II] FURNISH Ai'O INSTALL SIGN ON EXISTING POST PER SDRSD M-45 AS NOTED ON PLAN. § REMOVE AND SALVAGE EXISTING SIGN AS NOTED ON PLAN. ITiJ APPLY THERMOPLASTIC WHITE TRIANGLE YIELD LINE PER CALTRANS STANDARD PLAN A24E. ~ TRIM EXISTING TREES TO PROVIDE CLEARANCE FOR SOL.AR PANELS. ~ EXTEND DETAIL AS SHOWN TO THE BACK OF PROPOSED CROSSWALK. W11-2 W16-7P 0 W11-2 W16-7P 0 <D + a, . < I-"' a, 0:: ::, u 15 w u < u.. l 0:: u.. -.,., I- b! u.. 1'; A VTARA DRIVE SPEED NOT POSTED 40' n---0 I ;-ruR1-5 \ \ i I \ \ \J I GOLF COURSE DRIVEWAY SIGN LEGEND ~ AHEAD I ~ w11-2 W16-9P W16-7P ,{'j V HERE • ~, R1-5 DIAL TOLL FREE 8-1-1 AT LEAST TWO DAYS BEFORE YOU DIG Ut«lERC,;ROlH) SERVICE AL£RT CF sa.m£RM CALF0RN1A 20 10 0 20 I ~.-, --1 SCALE: 1"=20' ~ ~«'c, DATE INl1IAI. DATE INITIAL 5855 A~ICA ENCINAS, SU!T:: 142 B. CARLS&,O, CA 92.008 ENGINEER <F W0RK REVISION DESCRIPTION OIHER M'?RfNN.. PHONE: 7&1-502 "-200 WWWSTC'IRAiFlC.COw EXISTING POST AT ~ FROM CROSSWALK 40 60 i---;, CT II CITY OF CARISBAD II SHEETS ' ENGINEERING DEPARTMENT 9 BIPBOVEMENT PLANS FOB: BATIQUITOS DRIVE AT A VIARA DRIVE PIAN SHEET AP~MAASHA , K. PLANTZ 11./10Jr; K.... • ' lRANSPORTAllON DIRE~ ./ PE C42790 3/31/20 DAlE OWN BY: I PROJECT NO. I DRAWING NO. DATE INl1lAI. CHKD BY: ~M aTY foff'R<NN.. RVWD BY: JS 6070 514-1 E .2 u------------------------------------------------------------------------------------------------------------------------------------------------------.. 4'-6"7'-10"E Q. "' "' "' "' 0 N ,= 1:'. 0 .0 E 0 0 BATIQUITOS DRIVE POSTED SPEED 40MPH NOTES 10 W11 -2 & W16-9P 15 EXISTING STREET LIGHT AT 240'FROM CROSSWALK CONTRACTOR SHALL VERIFY POLE LOCATION WITH THE DIRECTOR OF TRANSPORTATION OR HIS REPRESENTATIVE PRIOR TO POLE INSTALLATION. CONSTRUCTION NOTES OJ FURNISH AND INSTALL RECTANGULAR RAPID FLASHING BEACON ASSEMBLY (TAPCO RRFB-XL2 OR APPROVED EQUAL). SEE DETAIL "A", SHEET 2. m FURNISH AND INSTALL SIGN AND POST PER SDRSD M-45 AS NOTED ON PLAN. IT] APPLY CONTINENTAL CROSSWALK PER DETAIL "B", SHEET 2. 0 FURNISH AND INSTALL SIGN ON EXISTING POST PER SDRSD M-45 AS NOTED ON P'~AN. (I] CONSTRUCT TYPE C CURB RAMP PER SDRSD G-29 WITH YELLOW TRUNCATED DOMES PER SDRSD G-30. m REMOVE AND SALVAGE EXISTING SIGN AND POST. ~ FURNISH AND INSTALL SIGN ON EXISTING STREET LIGHT POLE. j13j REMOVE Al'O SALVAGE EXISTING SIGN AS NOTED ON PLAN. [BJ APPLY THERMOPLASTIC WHITE TRIANGLE YIELD LINE PER CALTRANS STANDARD PLAN A24E. ~ TRIM TREES TO PROVIDE CLEARANCE AND VISIBILITY OF SIGNS. Ezl TRIM EXISTING TREES TO PROVIDE CLEARANCE FOR SOLAR PANELS. ~ EXTEND DETAIL AS SHOWN TO THE BACK OF PROPOSED CROSSWALK. ~ REMOVE EXISTING STRIPING BY GRINDING. jzo i EXTEND SIDEWALK PER SDRSD SDG-155 TO CREATE A CLEAR PATH PER ADA STAl'OARDS. SEE DETAIL "C" s' 14' 14' -CJ 'f ~ O'> u . "-< 0 I-(/) w u < "- ~ a:: "- ~ I-w (/) "-i:s DETAIL 22~ 9 ◄ ◄ ◄ ~ ~ DETAIL 38 ~ ◄ ~ ◄ SIGN LEGEND I AHEAD I w11 -2 W16-9P ~ W16-7P i:s w u < "- ~ a:: "- ~~-jf'!J~~ SPOONBILL LANE POSTED SPEED 25MPH i 40' 75' ,l I V 30 II ll HERE ~ ~ R1-5 W2-2 MPH W13-1P (30) DIAL TOLL FREE 8-1-1 AT LEAST TWO DAYS BEFORE YOU DIG 500 FT W16-2aP <t>~ %?:/0 q.tf lKlERQtCl1N[) ~ AWrr (F SOOTl£RI( CAI.FORtGA 586:5 A~IOA ENClMPS, SUITE 1-4-2 B. CARL.SfW), CA 92008 ?HOt,lE; 760-602~290 WWW..srcTTWFX::.COt.! 14' 8' 4' . ,,., . 0) ~ DETAIL "C": ADDITIONAL SIDEWALK SCALE: 1· = 5' EXISTING POST AT 500' FROM CROSSWALK EXISTING POST AT 350' FROM CROSSWALK 1'12-2 &: W13-1p (30) 13 W11-2 &: W16-9P 5 20 10 0 20 40 60 I ~1----1~~~~~i----1i SCALE: 1 "=20 ' W11-2 ::,W16-2aP (500 FT) I---+--+--------------+---+--+--+--,~,, CI1JGN~NG ~~~~AD ,rn DA1E NllAL DATE NllAL DA1E INlllAL ENGINEEI! OF WORK REVISION DESCRIPTION 01l£R APPROVAL CITY APPROVAi. OO'liOVEMENT PLANS FOR: OWN BY: BATIQUITOS DRIVE AT SPOONBILL LANE PLAN SH CHKD BY: NM PROJECT NO. I DRAWING NO. 6070 _ 514-1 RVWD BY: JS 2'-6"4'RLE Q. 0 ..,. c>i ro -0 N > 0 z '2 _g E NOTES EXISTING SIGNS AT 305' FROM CROSSWALK CONTRACTOR SHALL VERIFY POLE LOCATION WITH THE DIRECTOR OF TRANSPORTATION OR HIS REPRESENTATIVE PRIOR TO POLE INSTALLATION. CONSTRUC TI ON NOTES OJ FURNISH AND INSTALL RECTANGULAR RAPID FLASHING BEACON ASSEMBLY (TAPCO RRFB-XL2 OR APPROVED EQUAL). SEE DETAIL "A", S!-EET 2. W FURNISH AND INSTALL SIGN AND POST PER SDRSD M-45 AS NOTED ON PLAN. 12] REMOVE AND SALVAGE EXIST ING SIGN AND POST . @J REMOVE EXIST ING LADDER CROSSWALK BY GRINDING. [I] REMOVE EXIST ING SIGN FROM EXISTING STREET LIGHT POLE. ~ APPLY THERMOPLASTIC WHITE TRIANGLE YIELD LINE PER CALTRANS STANDARD PLAN A24E. ~ RELOCATE EXISTING SIGN TO NEW POLE AS SHOWN ON PLAN. REMOVE AND SALVAGE EXIST ING POLE. 122! EXIST ING SIGN TO REMAIN. R1-5 W11-2 & W16-7P 9 W11-2 W16-7P SIGN LEGEND ~AHEAD ~ V/1 1-2 W16--9P W11-2 W16-7P ~ u ~ 1'5 -< u.. ~ u.. ~ rp O> 1- 0 to .... D:'. + :::, "' u . u.. -< 0 I-CJ) w u -< u.. i's D:'. u.. iJ- I-w CJ) u.. ~ \ I DRIVEWAY 16' 17' 10 a- 20· 20' \ \ I . bJ ~ ~ I ~ W16-7P FLEET STREET {N) SPEED NOT POSTED V HERE 1{ ~ R1-5 ® R3-4 DIAL TOLL FREE 8-1-1 AT LEAST 1'WO DAY'S BEFORE YOU DIG UIG>ERGRCXH) SERYICE ALERT (If S001l£RN CAUFOR!tA ARMADA DRIVE POSTED SPEED 4CMPH 11 ;;::::.: 10' ~~,7 --- 20 10 0 ~ <s?~~,0 DA1E N1lAL 5865 AVENI~ ENCINliS, SlJlTE 1"'2 B. CARI..Sal>J), CA 92008 EJIIQNEiRIJFWORI( REVISION DESCRIPTION PHONE: 760--602-4290 WWW.STCJR.OFFJC.COM 12 - 20 SCALE: 1 "=20 ' DA1E IN111AL 01HER APPROVAi. 40 DAiE EXISTING SIGNS AT 335' FROM CROSSWALK 60 [:r]I CITY OF CARLSBAD II SHEETS I : ENGINEERING DEPARTMENT : 9 WPBOVElilENT PI.DIS FOR: ARMADA DRIVE AT FLEET STREET (N) PLAN APP_RO~ MARSHAil. K. PLAN1Z 11-/,~b1. /fr'. ~-~-TIWa'ORTATION DIRE-PE C-42790 3/31/20 DAlE Dv.tl BY: PROJECT NO. INl1IAI. CHKD BY: t!M arr APPROVAL RVWO BY: JS I 6070 I DRAWING NO. 514-1 0 u._ ____________________________________________________________________________________________________________ __. 4'4'-10"4'6 23 23 RELOCATED ONE SIDE OF FLASHING BEACON (DOUBLE SIDED) TO EXISTING STREET LIGHT POLE. 1 2 1 2 2"C FLASHING BEACON CABLE 1"C FLASHING BEACON CABLE x RL"' ~ -0 " 0 I ~ 0 I -0 0 ,,; ... ,.,, i 0 / 0 0 15 / "' C ·c: " " C "' C Lu I " 0 / 00 "' LL "' "' I - 0 0 ,,; ... ,.,, 0 / 00 " " ~ " </) C "' 00 " 0 -0 C 0 "' C ·c: " " C "" C Lu _g -~ >-I ,.,, ... "' 0 / -0 0 .0 00 .:: 0 u / 00 " " ·e CL ,;;:; E 0. ,.,, ~ ,.,, "' 0 N .., -> 0 z .c -~ 0 .0 E .2 " NOTES CONTRACTOR SHALL VERIFY POLE LOCATION WITH THE DIRECTOR OF TRANSPORTATION OR HIS REPRESENTATIVE PRIOR TO POLE INSTALLATION. CONSTRUCTION NOTES [2J FURNISH AND INSTALL RECTANGULAR RAPID FLASHING BEACON ASSEMBLY (TAPCO RRFB-XL2 OR APPROVED EQUAL). SEE DETAIL "A", SHEET 2. II] FURNISH AND INSTALL SIGN AND POST PER SDRSD M-45 AS NOTED ON PLAN. [zJ REMOVE AND SALVAGE EXISTING SIGN AND POST. I!] REMOVE EXISTING LADDER CROSSWALK BY GRINDING. 0 REMOVE EXISTING SIGN FROM EXISTING STREET LIGHT POLE. [El APPLY THERMOPLASTIC WHITE TRIANGLE YIELD LINE PER CALTRANS STANDARD PLAN A24E. !22[ EXISTING SIGN TO REt,<AIN. □ 0 L() + I-...-I ...-C) ..... <( 0::: tnw > wo zro ..... <C _j I W uw I-(/) <C :::;; 11 ' 11 ' 17' - 11 ' 11 ' 12 R1 -5 W11 -2 &: W16-7P 7 STA. 13+49 WITHOUT PED 1 5 _20 , RT PUSH BUTTON ! ; I / ,' i ! I 12' 11 ' 11 ' 12' GRAND PACIFIC DRIVEWAY SPEED NOT POSTED ------ ----- --~EXISTING SIGN AT 300' FROM CROSSWALK ARMADA DRIVE POSTED SPEED 40MPH DIAL TOLL FREE 8-1-1 AT LEAST iW0 DAYS BEFORE YOU DIC UNDERGROOND SEIMCE AURT CF ~ CAI.RlRNIA ~ <t>~ ~~0 ~ W11 -2 &: W16-7P 7 1 1 ' FLEET STREET (S) \ \ I I \ -· ' ' - --, ' SPEED NOT POSTED 20' \ \ 20' \ \ I \ \ I \ \ W11-2 W16-7P W11-2 &: W16-7P 11 5' 11 ' 11 ' 17' 0 L() -+ ...-1-...-LL w <e_J I-(/) ;= 0 W_J ,pl__----==-==---'iC~~==;~~~-----~ STA. 10+41 W11 -2 z w -oo :i:'.w R1-5 W11 -2 &: W16-7P 7 EXISTING SIGN AT 430' FROM CROSSWALK ~ ........... "-..._"-..._ "-..."-.. •. • ry' . ' i "'-~'-. -..J..6 ............ ~~ i.e. 0 w u i'..': 6 QC u.. 5.5' LT W16-7P WITHOUT PED PUSH BUTTON SIGN LEGEND I AHEAD J ~ W11-2 W16-9P W16-7P 20 10 0 20 I ~ I SCALE: 1"=20' 11 ' uw I-(/) <C :::;; 1 1 ' -5? V HERE 1{ ~ R1 -5 40 60 ] I ~1 CITY OF CARLSBAD 11$liEE1S I 1------1---+----------------t----+--+-----tr----1 L..2...J. ENGINEERING DEPARTMENT _ 9 1---1---+----------------+----l!---+--+----1 l'.MPBOVEMENT PLANS FOR: ARMADA DRIVE AT 1---1---+-----------+---+---+--+---t FLEET ST (S) & GRAND PACIFIC D p AP~ALL K. PLANTZ n-p1,µe 1RAHSPORTA1ION rH.r:ltl/) PE C42790 3 1 20 DATE DATE N1IAI. DATE INl1lAI. DA TE INl1lAI. DWN : PROJECT NO. CHKD BY: NM 5865 AVa•UClol. ENCINAS, sum: 142 B. CARlSS'ID, CA 92008 F'HONE: 760-602-4290 WWW.sTC'TiWFIC.CO..i ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAi. aTY N>PR<:NN.. RVWO BY: ,IS 6070 I DRAWING NO. 514-1 ~---------' 4'6'165' 0, "' -e 00 0 ~ 0 I "' 0 N .c ~ 0 .D E NOTES CONTRACTOR SHALL VERIFY POLE LOCATION WITH THE DIRECTOR OF TRANSPORTATION OR HIS REPRESENTATIVE PRIOR TO POLE INSTALLATION. CONSTRUCTION NOTES W11-2 W16-9P OJ FURNISH AND INSTALL RECTANGULA~ RAPID FLASHING BEACON ASSEMBLY (TAPCO RRFB-XL2 OR APPROVED EQUAL). SEE DETAIL "A", SHEET 2. 0 FU~~ISH A!',D INSTALL SIGN ANO POST PER SDRSD M-45 AS NOTED ON PLAN. 0 APPLY CONTH£NTAL CROSSWALK PER DETAIL "B". SHEET 2. ill CONSTRUCT TYPE C CURB RAMP PER SDRSD G-29 WITH YELLOW TRUNCATED DOMES PER SDRSD G-30. E!j INSTALL 20' RED PAINT ON CURB. [ill REMOVE 20' RED PA I NT ON CURB . [El APPLY THERMOPLASTIC WHITE TRIANGLE YIELD LINE PER CALTRANS STANDARD PLAN A24E. ~ REMOVE EXISTING CCNFL!CTING PAINT BY GRINDING. STATE STREET POSTED SPEED 25MPH PLACE SIGN AT 150' FROM CROSSWALK r----112 t-----t 8' 20' SIGN LEGEND I AHEAD I '1111-2 '1116-SP ~ W16-7P i---l111----I V :!;~ R1-5 " "' + Cil 0-, §!§ ·U <( t, 15 6 b <( LL DIAL TOLL FREE 8-1-1 AT Li'.AST TWO DAYS BEFORE YOU DIG !RIDERGROUN) SEMCt: ALERT Cf" SWTHERN ~ LAGUNA DRIVE POSTED SPEED 30MPH W11-2 W16-7P ~ ~4«'0 5865 AVENlDA ENCIW.S, SUITE 1~2 9, CARLS8,.<.[), CA 92008 PHONE:: 760-602-4290 www_srcn;,;,mc_cOl.l DAlE INITIAi. ENGINEER OF WORK 0 W11-2 /ill PLACE SIGN AT 4002 W16-9P FROM CROSSWALK ,' I 23' 23' 20 10 0 20 40 60 SCALE: 1 "=20 ' ~II CITY OF CARLSBAD II SHEElS I ENGINEERING DEPARTMENT 9 IUPBOVEMENT PLA!,'S FOR: STATE STREET AT LAGUNA DRIVE Pl AP~ MAFISliAU. K. PLANTZ /?,..L1"/J8 lRANSPORTATI~w~) PE C42790 3/31 /20 DA'IE DWN BY: I PROJECT NO. I DRAWING NO. DAlE INITIAi. DAlE INITIAi. CHKD BY: t!M RE\llSION DESCRIPTION 01HER AFPRfNAl.. arr N>Pfl.OVAI.. RVWD BY: JS 6070 514-1 ~ ............ ...,...., ___________________________________________________________________________________________________________________________________________________ . 270' E a. 0 0 ... .c t 0 .0 E GATEWAY ROAD POSTED SPEED 40MPH 16' 7 I------4---·10'- 16' 5' INNOVATION WAY POSTED SPEED 35MPH 1 16' 5' \ I \ ► -► -lllilllll~ _____ __;_ __ ...§91±4'.._' ----------~ ► 10 ----.:::---.... 11 16 ' ---10·---,- -ij n LJ l ' DETAIL "D": ADDI TI ONAL SIDEWALK PLACE SIGN AT ~~ FROM CROSSWALK \ 12 --t W11-2 W16-9P SCALE: 1" = 5' -,-----------~---·-============================================ 16 ' 5' '1111 -2 ------F-,'1116-9P------------------------------------------~--F-/------==-1'-f'-....:,..---"':....._ _________________________________________________________________________ _ PLACE SIGN AT 250' R1-5 lli"' FROM CROSSWALK NOTES CONTRACTOR SHALL VERIFY POLE LOCATION WITH THE DIRECTOR OF TRANSPORTATION OR HIS REPRESENTATIVE PRIOR TO POLE INSTALLATION. CONSTRUCTION NOTE S [j] FURNISH AND INSTALL RECTANGULAR RAPID FLASHING BEACON ASSEMBLY (TAPCO RRFB-XL2 OR APPROVED EQUAL). SEE DETAIL "A", SHEET 2. EI] FURNISH AND INSTALL SIGN AND POST AS NOTED ON PLAN. W APPLY CONTINENTAL CROSSWALK PER DETAIL •s•, SHEET 2. ~ APPLY THERMOPLASTIC WHITE TRIANGLE YIELD LINE PER CALTRANS STANDARD PLAN A24E. 1201 EXTEND SIDEWALK PER SDRSD SDG-155 TO CREATE A a.EAR PATH PER ADA STANDARDS. SEE DETAIL •o•. SIGN LEGEND w11-2 W16--9P rn a w u < u.. ~ D:'. LL N • (&) .,, + Ol f-. b! < u.. t, ~ li16-7P V HERE ... ,,e: f\ R1-5 DIAL TOLL FREE 8-1-1 AT L£AST TWO OA.YS BEFORE YOU DIG llURGR(UI} SEJMCE AlIRT a:-SOOlMERN CALJFCQ4A 20 ~ ~~«"c., ,,___<le' DA1E INfllAI.. 5865 AVENIDA ENCltu.S. SUITE 1-'1,2 S, CARI.S8AD, CA 92008 ENGINEER OF ~ REVISION DESCRIPTION f>t10N£: 760-602-42SO WWW.Sl'CTRAFFTC.coM 10 0 20 40 60 SCALE: 1 "=20 ' ~I CITY OF CARISBAD II SHEEJS I : ENGINEERING DEPARTIAENT : 9 IMPBO'Vma:NT PLANS FOR: GATEWAY ROAD AT INNOVATION WAY PLAN SHEET APP.J!tiJ1/ilARSHAU. K. PLANl'Z 1"L,f,0J1e ~. ~ lRANSPORTATION lllREC-PE C42790 3/;,1/20 DATE DWI\! BY: •• I PROJECT NO. I DRAWING NO. DA1E N11AL DA1E lNl11AI.. CHKD BY: tiM 01l£R Af'f'RrNAl.. alY liPPROVAL RVWD BY: 11S 6070 514-1 0 ollia, __________ _, ......... .,. ........ _____ .,..,._.,..,. ____________________________________ ,._,_.,...,..., .. ...,._..,. ____ ...,,_ __ ,.._, __ ,_...., ___________ _,.,..,... ..... _, __________ ,,_.,....,._.,..,. ______ ..,.,__,....,.,._,....,.,._,...,.,... _ _,,...,.,...,.....,...,.....,...,,_,....,_.