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HomeMy WebLinkAboutDWG 460-6; 3957; EL CAMINO REAL ROAD WIDENING - TAMARACK AVENUE TO CHESTNUT AVENUE; 01-770•.----___ ..,.. ________________________ .. _ ... _ .. _ .. __________________________________________________________________________________ .., ____ ------.1 CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 CITY OF OCEANSIDE PACIFIC OCEAN 78 CARLSBAD VILLAGE DR .i"\ AVE TAMARACK AVF. CITY OF VISTA CITY OF ENCINITAS VICINITY MAP NOT TO SCALE TYPE CONSTRUCT/ON PLANS FOR EL CAMINO REAL ROAD WIDENING FROM TAMARACK AVENUE TO CHESTNUT AVENUE PROJECT NO. 3957 CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL MA TT HALL -MAYOR MARK PACKARD -MAYOR PRO TEM MICHAEL SCHUMACHER -COUNCIL MEMBER LORRAINE WQOD-COUNCIL MEMBER KEITH ·BLACKBURN -COUNCIL MEMBER STEVEN R. SARKOZY CITY MANAGER GLEN VAN PESKI - CITY ENGINEER RIQUIRED TIWTIIKNT CONTROL BIIP TAIILI! DESCRIPTION 01INERSIIIP lWNTl!NANCI! Slll!ET NO. IWNTl!NANCI! !GRl!l!IOOIT FREQUENCY BUREAU VERITAS HIGHWAY 78 LAS FLORES DR. 1, ~ '% CHESTNUT AYE- l' LOCATION MAP NOT TO SCALE SUSIIP PROJl!CT PRIORITY 10620 Treena Street Suite 170 San Diego, CA 92131 DATE INITIAL Tel: (858) 863-2000 www.us.bureauveritas.com ENGINEER OF WORK REVISION DESCRIPTION _, " :---1" PROJECT LOCATION, SEE SHEET T-4 FOR INDEX MAP AND SHEET LISTING T-1 ENGINEER OF WORK i?'r'-t 1 -fl)Tt)~ 4-18-2014 P.E. C-26493 DATE "AS BUILT" C 26493 P.E __ _ EXP---~ DATE REVIEWED BY: INSPECTOR DATE I SHiET I CITY OF CARLSBAD L2J TRANSPORTATION DEPARTMENT 7 EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE TITLE SHEET -' APPRO~L,.,Z1i,E~, CITY EN !NEER PE 41204 EXP. 03-31-15 DATE 11.~M DATE INITIAL DATE INITIAL OTHER APPROVAL_ CITY APPROVAL DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: 3957 RVWD BY: 460-6 ' GENtRAL AND GRADiNG NOTES 1, CONTRACTOR SHALL MARK UP ONE ( 1) FULL SIZE (24X_36) SET TO REFLECT AS-BUILT CONDmONS PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 2. ACCESS -FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PRoJECT SITE AT ALL TiMES DURING CONSTRUCTION. • 3. -,rPBE¢oN$fRUCTION MEETING SHALL BE HELD AT THE BEGINNING OF WORK AND SWM,::'13E A]TI:_tl°§~p BY ALL_6~PRE$ENTAJIYES B_E$E'QMSIBLE FOR cpNSfRUCTION. INSPECTION, SUPEBYJSION. TESTING AND ALL OTHER ASPECTS OF THE WORK. THE coNTRACTOR Will BE CONTACTED BY THE. PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION MEETING. 4. THE CONTRACTOR SHALL CClNFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A :"i5ETAIL PLAN TO THE_ CITY .ENGINEER AND/OR CONCERNED AGENCY SHOWING THE • DESiGN OF SHORING. BRACiNG SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAl/iNG _ GROlf~D DVRING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST 6E PREPARED FOR ALL TRENCHES FIVE FEET (5") OR MORE IN DEPTH AND APPROVED BY THE CITY_ ENGINEER AND/OR CONCERNED AGENCY PRIOR TO . EXC1WATION., IE :fHE PLAN VARIES FROM THE SHORING SYSTEM STAtiiDARDS ESTABLISHED aY THE CONSJBDCJJON SAW ORDERS. llTLE a ¢AlJF6RNIA ADM)NiSTRADYE CODE. JHE iiL.AN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTOR"$ ExPENSE, A COPY OF tl-[t OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. s,, IE AN'C®¢H(@LOGIC£,_\. BsSOURCES Afl.E Q!SGOYE;_RED WITHIN ANY WORK AREA 'DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CllY ENGINEER TO DO SO. • ~·· --.:-_ -·_; -6. ,ALL oFF...,S[E HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE 1 CITY ENGiNEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. -a.<--- 7. _ _:IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATE_RIAL SHALL BE / D~P()~II~D AT, A SITE APPR9VED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE fOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ApJACENf SJBE;Ei:S AS A RESULT OF THE GRADING OPERATION. • ,ce-:-· --- 8. 1BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. 9, ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 10. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDiTION .• ALL STONES. ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. -11. ALL SL.OPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED ,w/tHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 12 .. THE CONTRACTOR SHALL VERiFY THE LOCATION OF ALL EXISTING FACILmES (ABOVE , , GROUND 1AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF , GBAOING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 13. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO (2) FULL WORKING DAYS PRIOR TO STARTING G_RA!)ING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (BOO) 422-4133 SDG&E (BOO) 660-7343 AT&T (BOO) 892-0123 TIME WARNER CABLE (760) 438-7741 CITY OF CARLS_BAO (STREETS & STORM DRAIN) (76D) 434-2980 CITY OF CARLSBAD (SEWER. WATER & RECLAIMED WATER) (760) 438-2722 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY PHOTO GEODETIC CORP. (PGC) METHODS FROM INFORMATION GATHERED ON, MARCH 9TH. 2006. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. DATUM STATEMENT COQRDlNA TES SHOWN IN THIS SURVEY REPORT ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS 83) ZONE 6. 1983 NAO (1991.35 EPOCH) AS SHOWN ON RECORD OF SURVEY NO. 17271 RECORDED FEBRUARY 8TH, 2002. BASIS OF ELEVATIONS THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATIJM OF 1929, NGVD29 AS SHOWN ON THE CITY OF CARLSBAD SURVEY CONTROL RECORD OF SURVEY NO. 17271 RECORDED FEBRUARY 8TH. 2002. THE CONTROL POINTS USED FOR THE LEVEL CIRCUIT PERFORMED ARE AS FOLLOWS: GPS CONTROL POINT NO. 126 GPS CONTROL POINT NO. 124 BASIS OF BEARINGS ELEVATION: 74.590 FEET ELEVATION: 278.820 FEET .BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BElVtEEN CITY OF CARLSBAD GPS SURVEY CONTROL POINT NO. 126 AND GPS SURVEY CONTROL POINT NO. 124 BEING NORTH 31 26" 08" WEST PER RECORD OF SURVEY NO. 17271 RECORDED FEBRUARY 8TH 2002. REFERENCE DRAWINGS ASSESSORS PARCEL MAPS: 823 2647 5328 5493 5524 5617 5704 5746 8006 8039 8149 8150 10577 10578 10579 SDG&E DRAWINGS: 76-22 76-23 76-82 76-83 76-84 76,-85 76-86 76-87 76-87A 360-1671 360-1674 362-1671 364-1671 PAC BELL ORA WINGS: 212 214 216 218 260 2100A CITY OF CARLSBAD ORA WINGS: 141-4 142-7-1 142-7-2 142-7-7 142-7-8 142-7-9 142-7-10 146-4-1 146-4-2 146-5-7 154-4 155-7 193-9 194-10 195-9 200-4 200-5-1 200-5-2 200-5-3 239-9-1 239-9-9 239-9-11 239-9TC 268-1 272-3 293~7 312-8 321-5-1 321-5-2 321-5-3 321-5-5 332-3-1 332-3-2 332-3-3 332-3-4 332-3-5 410-2-1 410-2-2 410-2-3 410-2-4 410-2-5 410-2-6 410-2-7 410-2-8 433-7A-1 433-7A-2 433-7A-3 433-7A-4 433-7A-5 STATE OF CALIFORNIA DRAWINGS: RS-1800-1 RS-1800-3 RS...,1800-4 RS-1800-5 RS-1800-43 RS-1800-44 RS-1800-45 RS-1800-46 RS-1800-54 RS-1800-55 RS-1800-56 RS-1800-59 RS-1800-65 RS-1800-1-39 RS-1800-1-40 RS-1800-1-41 RS-1800-1-42 REFERENCES FOR EROSION CONTROL PLANS. SEE SWPPP ENTITLED "STORM WATER POLLUTION PREVENTION PLAN EL CAMINO REAL ROAD WIDENING PROJECT" DATED JANUARY 2009 BY BUREAU VERITAS NORTH AMERICA "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 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 ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRt.!: BUREAU VERITAS ADDRESS: 10620 IBEENA STREEL SUITE 170 CITY. ST.: SAN DIEGO. CA. 92131 :r~PHONE~ismw{/4} MONTE L. BOWERS R.C.E. NO.: C-26493 DATE: ___ 0~4-_1=8~-2=0~14~ DESCRIPTION SYMBOL EXISTING UTILITY PULL BOX OR CABINET EXISTING STREET LIGHT BENCH MARK DESCRIPTION: FD. WELL MONUMENT AT THE CENTER OF BULB CUL-DE-SAC AT THE EAST END OF BAJO CT. 150 FT. EAST OF ESFERA ST . NAME: CLSB-027 STAMP: LS. 3189 EXISTING MANHOLE EXISTING VALVE EXISTING CONTOUR EXISTING WATER MAIN EXISTING SEWER MAIN EXISTING TELEPHONE CONDUIT EXISTING CABLE 1V CONDUIT EXISTING ELECTRIC CONDUIT --&1-0_ -W- -S- -T- -TV- -E- LOCATION: WELL MONUMENT AT THE CENTER OF 40 FT. CURB RADIUS OF BULB CUL-DE-SAC AT THE EAST END OF BAJO CT. 150 FT. EAST OF ESFERA ST. RECORDED: FEBRUARY 8. 2002 PER R.O.S. 17271. FILE NO. 2002-0112862 ELEVATION: 520.64 -DATUM: NGVG'l.9 EXISTING OVERHEAD TELEPHONE LINES EXISTING OVERHEAD CABLE 1V LINES EXISTING OVERHEAD ELECTRIC LINES -OHT- ---OH1V- -OHE- UST OF ABBREVIATIONS & AND @ AT 6. DELTA ± PLUS OR MINUS AC ASPHALT CONCRETE BC BEGIN CURVE BO BLOW-OFF B/P BOTTOM OF PIPE BVC BEGIN VERTICAL CURVE BMP BEST MANAGEMENT PRACTICE C&G CURB AND GUTTER CB CURB CHKD CHECKED Cl CURB INLET CL.It_ CENTERLINE co CLEANOUT CONST CONSTRUCT DIAM DIAMETER DWG DRAWING DWN DRAWN E EAST, EASTING EC END CURVE EG EXISTING GRADE EL, ELEV ELEVATION ESMT EASEMENT EX. EXIST EXISTING EVC END VERTICAL CURVE EXP EXPIRATION FG FINISH GRADE FH FIRE HYDRANT FS FINISH SURFACE G GRADE GB GRADE BREAK GPS GLOBAL POSITIONING SYSTEM GTR GUTTER HDWL HEADWALL HORIZ HORIZONTAL HP HIGH POINT IE INVERT ELEVATION LAT. LATERAL LN LANE LP LOW POINT LT MAX MIN N No PCC PCR PED Pl ~ PRC PRVC PVMT PVI RCP RD R/W, ROW RT RVWD s SD SDG&E SDRSD SDWK SHT STA STD SWPPP TC TF TG T/P TRMAC TW TEMP TYP VAR vc VCP VERT w EXISTING STORM DRAIN EXISTING GAS SERVICE EXISTING WATER SERVICE EXISTING SEWER LATERAL EXISTING FENCE EXISTING WALL EXISTING CB, GTR & SDWK EXISTING PED RAMP EXISTING DRIVEWAY EXISTING FIRE HYDRANT EXISTING TREE/BUSH LEFT EXISTING SPOT ELEVATION MAXIMUM MINIMUM NORTH. NORTHING NUMBER ;PORTLAND CEMENT CONCRETE OR POINT OF COMPOUND CURVE POINT OF CURB RETURN PEDESTRIAN POINT OF INTERSECTION PROPERTY LINE POINT OF REVERSE CURVE POINT ON REVERSE VERTICAL CURVE PAVEMENT POINT OF VERTICAL INTERSECTION REINFORCED CONCRETE PIPE ROAD RIGHT OF WAY RIGHT REVIEWED SLOPE STORM DRAIN SAN DIEGO GAS AND ELECTRIC SAN DIEGO REGIONAL STANDARD DRAWINGS SIDEWALK SHEET STATION STANDARD STORM WATER POLLUTION PREVENTION PLAN TOP OF CURB TOP OF FOOTING TOP OF GRATE TOP OF PIPE TIRE RUBBER MODIFIED ASPHALT CEMENT TOP OF WALL TEMPORARY TYPICAL VARIES VERTICAL CURVE VITRIFIED CLAY PIPE VERTICAL WEST J = =so::= -GS-@ -WS--{@?J -SS--(3; -x-x- Underground Service Alert of Southern California Call: TOLL FREE 800-422-4133 TWO WORKING DAYS BEFORE YOU DIG RE-NOTIFY EVERY TWO WEEKS CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-0V DESCRIPTION STANDARD DRAWING i • · SYMBOL CURB AND GUTTER PER PLAN SDRSD G-2, G-6 :'41- MEDIAN CURB PER PLAN CITY OF CARLSBAD GS-18 MODIFIED lYPE G (8") CURB & GUTTER PER DETAIL SAWCUT LINE ------ AC COLD PLANE & MIN. 2" OVERLAY AC/AB PAVEMENT PER TYPICAL SECTIONS 4" PCC SIDEWALK SDRSD G-7. G-9, G-10 FOUND SURVEY MONUMENT (/>S NOTED ON PLAN) RCP STORM DRAIN (SIZE AS NOTED ON PLAN) : : ,: ·, . . ..,. .... • TYPE "A" STORM DRAIN CLEANOUT TYPE "F" CATCH BASIN SDRSD D-9. D-11A. D-11 B SDRSD D-7 TYPE "B" CURB INLET RESIDENTIAL DRIVEWAY PEDESTRIAN RAMP COMMERCIAL DRIVEWAY MODIFIED DRIVEWAY RETAINING WALL PROPOSED CONTOUR DIRECTION OF FLOW SPOT ELEVATION DAYLIGHT-CUT /FILL LINE CUT SLOPE FILL SLOPE PROPERTY LINE CENTERLINE PUBLIC RIGHT -OF-WAY PROPOSED LIMITS OF WORK EMERGENCY VEHICLE ACCESS HEADWALL WING TYPE SDRSD D-2~ D-11A, D-11 B SDRSD G-14A SDRSD G-27 d SDRSD G-26* A ~ PER CITY OF CARLSBAD STD DWG GS-20~ -844-~----- FS 849.90 ----11--11-- --tl II~--_v_ -__}j_ ----,,--1--,-,-- -11-"-------"II- -I[---- -(j;_--- -_ R/W---- STRAIGHT DOUBLE HEADWALL TYPE "A" RIP RAP SDRSD G-14A SDRSD D-34 SDRSD D-30 SDRSD D-40 i SDRSD D-41 ENERGY DISSIPATOR 6" PVC PIPE BROW DITCH METAL BEAM GUARDRAIL W/ END CRASH PROTECTION SDRSD D-75 ~ CALTRANS A77L2 9 01---0- WATER METER & PULLBOX CARLSBAD STANDARD DWG W-3 '@--- ~-AS iYOO,IF/EO f3Y CIT'( ST/./NOIIROS T-2 ENGINEER OF WORK ~t 11»0~ 4-18-2014 P.E. C-26493 DATE "AS BUILT" P.E. __ _ EXP.-------'-----DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD I SHEETS I 1-----+--+------'-----------------1----1------l-----l------l ~ TRANSPORTATION DEPARTMENT 77 - l----+--+---------------1--------+---t-----+----I , \ BUREAU VERITAS 10620 Treena Street Suite 170 EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE GENERAL NOTES AND LEGEND APP'W~ ?iJJ;., ~ J/.,,,.,j, CITY~ER PE 41204 EXP. 03-31-15 DATE ~'LL San Diego, CA 92131 DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: ---PROJECT NO. I DRAWING NO. Tel: <858l 863•2000 REVISION DESCRIPTION CHKD BY: --3957 460-6 !;,L------------------------------------------------------------------------------~www=·:us~.b:ur:•a:uv:•:rita:s:.co:m:_ __ ,SEN~Gl~NE~ER~OF~¥~/O~RKd;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~O~T~HE~R~A~PP~RO~V~ALd~C~IT~Y ~AP~PR~O~VA~L~~RV~W~D~BY~:;;;;;;;~~;;;;;;;;;;;;;;;;;;~~;;;;;;;;;~J L J " I ' t ': --;"!. ·~ : I/) [L ,.,,,, <'= ·o_ (f', 'in rl rl in (1) ·o 0 ru " CD " ("l /' ;i " !CU 0 / 1/1 I: d ~ [L / ;; " / . 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C-26493 DATE "AS BUil T" P.E. __ _ EXP. ___ _ D.ATE REVIEWED BY: INSPECTOR DATE .. EXISTING UNDERGROUND TELEPHONE • f---+--+-----------t----+----+---+------1 I SH~ET I CITY OF CARLSBAD ~ :====-':;==T;::R==A===N==SP:;O:::::R:;:TA:;:T==IO:::::N:::;':::DE=:P:;A==RT:=:M:=:E~N;::T ===:;..:::~====: EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE EXISTING GAS MAIN 0 EXISTING WATER MAIN * EXISTING FUEL MAIN X EXISTING SEWER BUREAU VERITAS 10620 Treena Street Suite 170 San Diego, CA 92131 Tel: (858) 863-2000 www.us.bureauveritas.com DATE INITIAL ENGINEER OF WORK POTHOLE LOCATIONS A -P-PR"lli~~~~G~~_.,~=fJ....=P~E~~K ~·---_f/'2/JL CITY ~R PE 41204 EXP. 03-31-15 DATE REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: ---PROJECT NO. I DRAWING NO. CHKD BY: --3957 460-6 RVWD BY: /·~·=~:..· ____________ .:_ ______________ /l,_-~.,-----_-_-_-_-_:-_-_______ ---=.===rr----r-------,c~/10p:'no~7-2n21iir1iooPPmo7~-o021sisuiP)[Oi?-7-~o4iif1HiM1rP~o~7-ooala ! / (__,r--~--u , 'i I I , INDEX OF SHEETS SHEET No. 1 SHEET No. 2 SHEET No. 3 SHEET No. 4 SHEET No. 5 -_:_._ \ SHEET No. 6 SHEET No. 7 SHEET No. 8 SHEET No. 9 SHEET No. 10 SHEET No. 11 SHEET No. 12 Si-!EET N<>. 13 SHEET No. 14 SHEET No. 15 Sl-fEET No. 16 SHEET No, 17 SHEET No. 18 SHEET No. 19 SHEET No. 20 SHEET No. 21 SHEET No. 22 SHEET No. 23 SHEET No. 24 SHEET No. 25 SKEET No. 26 SHEET No. 27 SHEET No. 28 SHEET No, 29 SH~ET No, 30 SHEET No. 31 SHEET No. 32 SHEET No. 33 SHEET No. 34 SHEET No. 35 SHEET No. 36 SHEET No. 37 SHEET No. 38 SHEET No. 39 SJ-iEET No. 40 SHEET No. 41 T-1 TITLE SHEET T-2 GE:NERAL NOTES AND LEGEND T-3 POTHOLE LOCATIONS PLAN T-4 SHEET INDEX AND IMPROVEMENT PLAN KEY MAP C-1 TYPICAL SECTIONS C-2 TYPICAL SECTIONS C-3 EL CAMINO REAL ROAD STA. 494+55.22 TO STA. 498+00 C-4 EL CAf,41NO REAL ROAD STA. 498+00 TO STA. 502+50 C-5 EL CAMINO REAL ROAD STA. 502+50 TO STA. 506+50 C-6 EL CAMINO RE:AL ROAD STA. 506+50 TO STA. 51 Q+50 C-7 EL CAMINO REAL ROAD STA. 510+50 TO STA. 513+50 C-8 EL CAMINO REAL ROAD STA. 513+50 TO STA. 516+50 C-9 EL CAMINO RE:AL ROAD STA. 516+50 TO STA. 519+50 C-10 EL CAMINO R-EAL ROAD STA. 519+50 TO STA. 522+50 C-11 EL CAMINO REAL ROAD STA. 522+50 TO STA. 525+50 C-12 EL CAMINO REAL ROAD STA. 525+50 TO STA. 529+00 C-13 EL CAMINO RE:AL ROAD STA. 529+00 TO STA. 532+00 C-14 EL CAMINO REAL ROAD STA. 532+00 TO STA. 535+00 C-15 EL CAMINO REAL ROAD STA. 535+00 TO STA. 538+00 C-16 EL CAMINO REAL ROAD STA. 538+00 TO STA 541+15 C-17 CHESTNUT AVE. STA. 6+50 TO 11 +DO C-18 GRADING PLAN C-19 GRADING PLAN C-20 STORM DRAINS "A" & "B" PLAN AND PROFILE C-21 STORM DRAINS "C","E" & "F" PLAN AND PROFILE C-22 STORM DRAINS "G","H" &: "K" PLAN AND PROFILE C-23 STORM DRAINS "G" & "D" PLAN AND PROFILE C-24 STORM DRAINS "J" & "I" PLAN AND PROFILE C-25 DEMOLITION .KEY MAP & PLAN (CHESTNUT AVE) C-26 DEMOLITION PLAN (EL CAMINO REAL) C-27 DEMOLITION PLAN (EL CAMINO REAL) c..: 28 EROSION CONTROL PLAN C-29 EROSION CONTROL PLAN C-30 EROSION CONTROL PLAN C-31 EROSION CONTROL PLAN C-32 MEDIAN BIQFILTER DETAILS PLAN TRAFFIC SIGNAL GENERAL NOTES SHE:_ET/ SIGNING AND STRIPING GENERAL NOTES SIGNING ANU S'tRif-'ING PLAN SIGNING AND STRIPING PLAN TRAFFIC SIGNAL MODIFICATION PLAN TIWTIC SIGNAL MODIFICATION PLAN 510+0 S:3:=:~E:l I ------tR7W---'I ---::::=.-.---· -ffl' ..., ----c'f'"-1 • I r I • I ---------- ·.'I· SHEET No. 42 SHEET No. 43 SHEET No. 44 SHEET No. 45 SHEET No. 46 SHEET No. 47 SHEET No. 48 SHEET No. 49 SHEET No. 50 SHEET No. 51 SHEET No. 52 SHEET No. 53 SHEET N_o. 54 SHEET No. 55 SHEET No. 56 SHEET No. 57 SHEET No. 58 SHEET No. 59 SHEET No. 60 SHEET No. 61 SHEET No. 62 SHEET No. 63 SHEET No. 64 SHEET No. 65 SHEET No. 66 SHEET No. 67 SHEET No. 68 . SHEET No. 6~ SHEET No. 70 SHEET No. 71 SHEET No. 72 SHEET No. 73 SHEET No. 74 SHEET No. 75 SHEET No. 76 SHEET No. 77 LP-1 LIINDSCAPE PLANTING PLAN LP-2 LANDSCAPE PLANTING PLAN LP-3 LANDSCAPE PLANTING PLAN LP-4 LIINDSCAPE PLANTING PLAN LP-5 LANDSCAPE PLANTING PLAN LP-6 LANDSCAPE PLANTING PLAN LP-7 LANDSCAPE PLANTING PLAN LP-8 PLANT LEGEND AND NOTES LP-9 LANDSCAPE DETAILS RW-TS RECYCLED WATER TITLE SHEET LI-1 LANDSCAPE IRRIGATION PLAN LI-2 LANDSCAPE IRRIGATION PLAN LI-3 LANDSCAPE IRRIGATION PLAN LI-4 LANDSCAPE IRRIGATION PLAN LI-5 LANDSCAPE IRRIGATION PLAN LI-6 LANDSCAPE IRRIGATION PLAN LI-7 LANDSCAPE IRRIGATION PLAN LI-8 IRRIGATION LEGEND AND NOTES LI-9 IRRIGATION LEGEND DETAILS LI-10 IRRIGATION LEGEND DETAILS LI-11 IRRIGATION LEGEND DETAILS WC-1 WATER CONSERVATION PLAN STRUCTURAL ENGINEERING GENERAL PLAN FOUNDATION PLAN No. 1 FOUNDATION PLAN No. 2 WALL LIIYOUT No. 1 WALL LIIYOUT No. 2 WALL LIIYOUT No. 3 WALL LIIYOUT No, 4 RETAINING WALL DETAILS No. 1 RETAINING WALL DETAILS No. 2 RETAINING WALL DETAILS No. 3 RETAINING WALL DETAILS No. 4 E-01 SDG&E UNDERGROUND REFERENCE PLAN E -02 SDG&E UNDERGROUND REFERENCE PLAN E-03 SDG&E UNDERGROUND REFERENCE PLAN I I ;., \ \ \ ' ' 'e, / , / ' / 'y / ~ / ---- / / / L(', I r----7 , ,,j'/, / ,I ff , I I I <Q.,., ' ....___,___I , I I I Q,, ,,_ 't l I I I ~ I I I Q,, I I I ~ ' ----~:::=:.c-10 .' --~---I A I r,-:--,,-._ c~ ' ' 11. 20+00 ' I \ \ i I I ! . -::::.---__ ,,...._. r------,,,,._ . ~-I STORM DRAIN "C" I I I ,,., I I STORM DRAIN "F" ________ J--~---~ 150 SCALE: 1"=150' GRAPHIC SCALE 0 150 300 ---- - IMPROVEMEKr PLAN KEY MAP SCALE 1 "=150' KEY MAP LEGEND C-6 ----e---- R/1 .. -, ---W-,1"-- ---t--- ••••••••••• SHEET NUMBER PROPERTY BOUNDARY RIGHT-OF-WAY LINE CENTERLINE MATCH LINE I I I ~ I I I I I I I I .R I I ) '---c -... ' I I I I I I / / , I I T-4 ENGINEER OF WORK ~t I' f»rt;(Jj)- P.E. C-26493 4-18-2014 DATE "AS BUil T" P.E, __ _ EXP.---~ DATE REVIEWED BY: INSPECTOR DATE I SH4EET I CITY OF CARLSBAD ~ l---+---1-----------------t---t----i----,-, TRANSPORTATION DEPARTMENT ~ 1----1------l--------------~---i------i---i--------i EL CAMINO REAL ROAD WIDENING BUREAU VERITAS TAMARACK AVE TO CHESTNUT AVE SHEET INDEX AND IMPROVEMENT PLAN KEY MAP CITY ENGINEER PE 41204 EXP. 03-31-15 DATE 10620 Treena Street Suite 170 DWN BY: ___ PROJECT NO. I DRAVv1NG NO. San Diego, CA 92131 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY Tel: (858J 863-2000 REVISION DESCRIPTION : ---3957 460-6 1------------------------------------------------~-------------------------------------....:w:ww:.u:s.b:u:re:au:v:•r:ita:s:.co:m:... __ J~EN~G;INE~E;R~O;F;W~OR;Kb==~~-~;~;;;;;;==~':fo~T~HE~R~A~PP~R~OV~A~L±~C~IT~Y~A~PP~R~OV~A~L~~RV~W~D~B~Y~: ;;:;;:~~;;:;;:;;:;;:;;:;;:;;~;;:;;:;;:;;:~~ /. ------------ 'I ' i!, ~; I ,. ~10' PARKWAY EXIST ~-PCC SIDEWALK (BOTH SIDES) WlY R/.W ! PARKWAY R W=63' ,...,53' ~15' ** VARIES O' T 2' R W=63'± ~44' 5.33' RAISED 5.33' SAWCUT-+---r-1MEDIAN 1-----4-SAWCUT LINE · VARIES LINE 7' TO g' 8" GS-1 8 CURB (BOTH SIDES) EXIST CROSS SLOPE .·(·: ~:-' :·· .. -.,. '··.:· .. -,:::;-:·.,: ...... ·,,. ·:. t t 3/ 4" TO 2 3/ 4"COLD PLANE & 2" TRMAC OVERLAY ON PVMT FABRIC ON 3/ 4" AC LEVELING COURSE TO MATCH EXIST LIP OF GUTTER PER DETAIL "A" ON SHEET C-2 LANDSCAPE PER PLAN 2" TRMAC/ 4" AC OVER 18" CLASS II BASE PER PLAN (BOTH SIDES) JOIN PER DETAIL "C" SHEET C-2 R W=63' VARIES ~44' TO ~53' ~14'+ ** EL CAMINO REAL lYPICAL SECTION STA 495+22.77 TO STA 498+03.12 VARIES o' TO 9' RAISED MEDIAN 5.33' SAWCUT LINE 9' RAISED MEDIAN 5.33' '----'-SAW CUT LINE / R W=63'± rv44' VARIES PARKWAY "'20' ** CURB AND I GUTTER EXISU (BOTH SIDES A .·. ,-/,~.u ,:1/ ..... , . ,, .:•_, ';,. ' -·· -~~ ....__ __ 2" MIN TRMAC OVERLAY ON PVMT FABRIC OVER EXl~T PVMT 3/ 4" COLD PLANE AND AC LEVELING COURSE (BOTH SIDES) . VARIES PARKWAY N20' ** EXISTING SLOPE I VARIES o·-10' !soRSD 0-75 ITYPE D I RETAINING .WALL PER PLAN 10' PARKWAY PER PLAN CURB AND GUTTER PER PLAN VARIES o·-10· 10· PARKWAY PER PLAN 7.3'. I R W=VARIES VARIES ~42.51' TO ~41' 1.5' MAINTENANCE STRIP 5.58' SAWCU,r:.+-----1 LINE VARIES 0.5 TO 1.03' VARIES 13.04' · TO 13.5' RAISED MEDIAN 5.33' 1---t-SAWCUT LINE L·. CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 R W=63' VARIES ~39.96' TO ~39.5' VARIES 16.5-16. 7' VARIES PARKWAY (BOTH SIDES)-----+--! MOD G (8") C&G r 1.5·1 8" Gs-·18 CURB 3/ 4" TO 2 3/ 4"COLD PLANE & 2" TRMAC OVERLAY ON PVMT FABRIC ON 3/ 4" AC LEVELING COURSE TO MATCH EXIST LIP OF GUTTER PER DETAIL "A" ON SHEET C-2 2% TO 1.9% ' ' .. ·•. :.,.,. 2" TRMAC/ 4" AC OVER 18" CLASS II BASE PER ; PLAN, JOIN PER DETAIL ·" "B" SHEET C-2 LANDSCAPE PER PLAN R W=VARIES VARIES ~42.51' TO ~41' EL CAMINO REAL lYPICAL SECTION STA 513+64.12 TO STA 514+65 5.33' VARIES 0.5 TO 1.03' VARIES 13.04' TO 13.5' RAISED MEDIAN 2" TRMAC/ 4" AC OVER 18" CLASS II BASE PER PLAN, JOIN PER DETAIL "C" SHEET C-2 R W=63' VARIES ~39.96' TO ~39.5' 2" MIN TRMAC OVERLAY ON PVMT FABRIC OVER EXIST PVMT 3/ 4" COLD PLANE AND AC LEVELING COURSE (BOTH SIDES) VARIES 15.5' TO 16.5' VARIES PARKWAY E'LY R/.W ! METAL BEAM GUARD RAIL PER CALTRANS STD. PLAN A77L 2 EXIST PCC CURB, GUTTER & SIDEWALK 1.5' MAINTENANCE STRIP ! EXISTING SLOPE II SDRSD D-75 TYPED ~6,1 1 5• :SAWCUc'-"---~,, 1 MAINTENANCE LINE , STRIP 5.33' >----+-SAWCUT LINE 3/ 4" TO 2 3/ 4"COLD PLANE & 2" TRMAC OVERLAY ON PVMT FABRIC ON 3/ 4" AC LEVELING COURSE TO MATCH EXIST LIP OF GUTTER PER DETAIL "A" ON SHEET C-2 ,, "J 2: 1 'MAX 2:1 MAX (BOTH SIDES)------+--< r 15'7 EXIST . CROSS SLOPE .... •'"'• 8" GS-18 CURB (BOTH SIDES) CURB AND I GUTTER EXISJ11 EXIST CROSS SLOPE (BOTH SIDES) t=;z=c· ·_c_•7.,·=·~'..co.~~f~~F .. ~.~-· fffiIY=Ef't·· -s· 2.~ .. ·J. ,f?/~ .,..,.;..,~1' '-. .· '· ' . v;-;§ ~-EXIST t t 3/ 4" TO 2 3/ 4"COLD PLANE & 2" TRMAC OVERLAY ON PVMT FABRIC ON 3/ 4" AC LEVELING COURSE TO MATCH EXIST LIP OF GUTTER PER DETAIL "A" ON SHEET C-2 2" TRMAC/ 4" AC OVER 18" CLASS II BASE 2" MIN TRMAC OVERLAY ON PVMT FABRIC OVER EXIST PVMT 3/ 4" COLD PLANE AND AC LEVELING COURSE (BOTH SIDES) W'LY R{W • I • I • ' I ' ' I I I I PCC SIDEWA~K (BOTH SIDES) EL CAMINO REAL lYPICAL SECTION STA 498+03.12 TO STA 498+82.39 PER PLAN (BOTH SIDES) JOIN PER DETAIL "C" SHEET C-2 ~10' PARKWAY R W=63'± ~44' LANDSCAPE PER PLAN VARIES ~ 8' TO 14' I 1.5' 1 tt MAINTENANCE 5.58' SAWCUT-1----1 LINE STRIP (BOTH SIDES)-----+--, EXIST CROSS SLOPE MOD G (3") C&G ~~~:z:.E·==~·-·= .. =-· =·E;i .... ~.-.~:i·•:_·;··.·§ .'-~;""'~· ~-~~~~~:::.,.::.<1i•~·'.:..c·""·· ·""·""<c1·"'·z. ·=····~•·.'=,:=C:·=· '.:'J 9' RAISED MEDIAN r R W=63'± 9' ,...,44' RAISED MEDIAN L----BIO-RETENTION STRUCTURE PER DETAIL SHEET 36 (C-32) 5.33' f---+-SAWCUT LINE 8" GS-18 CURB VARIES PARKWAY rv20' ** E\Y R/W EXISTING SLOPE ~-EXIST tt 3/4" TO 2 3/4"COLD PLANE & 2" TRMAC OVERLAY ON PVMT FABRIC ON 3/ 4" AC LEVELING COURSE TO MATCH EXIST LIP OF GUTTER PER DETAIL "A" ON SHEET C-2 2" TRMAC/ 4" AC OVER 18" CLASS II BASE JOIN PER DETAIL "B" SHEET C-2 2" TRMAC/4" AC OVER 18" CLASS II BASE 2" MIN TRMAC OVERLAY ON PVMT FABRIC OVER EXIST PVMT 3 / 4" COLD PLANE AND AC LEVELING COURSE (BOTH SIDES) PCC SIDEWALK (BOTH SIDES) PARKWAY VARIES ~8' TO ~12.8' ** R W=63' EL CAMINO REAL lYPICAL SECTION STA 498+82.39 TO STA 507+53.50 VARIES' ~44' TO ~48.85' VARIES VARIES LANDSCAPE PER PLAN 1.5' MAINTENANCE STRIP 5.58' SAWCUT-1----..a LINE 1b1i·, RAISED MEDIAN 9' TO 11 .46' I RAISED i MEDIAN ' 5.33' f---+-SAWCUT LINE PER PLAN, JOIN PER -DETAIL "C" SHEET C-2 R W=VARIES VARIES ~41.54' TO ~44' VARIES 17.5'+-TO 20' ** (BOTH SIDES)-----+---< r 1.5'7 8" GS-18 CURB ' VARIES PARKWAY E'LY R/.W " -~~f'cS.";'. ;'s,"".c?' .. f· ~~~EX;IS~T;_ C;R~O~S;S.~.S~L;°.P;E~. """'M~~.'FD""G"", ·""(3,,.,:')""· ,."'C&"',·G"":c·"',= t t 3/ 4" TO 2 3/ 4"COLD PLANE & 2" TRMAC OVERLAY ON PVMT FABRIC _ON 3/ 4" AC LEVELING COURSE TO MATCH EXIST LIP OF GUTTER PER DETAIL "A" ON SHEET C-2 2" TRMAC/ 4" AC OVER 18" CLASS II BASE JOIN PER DETAIL "B" SHEET EXIST CROSS SLOPE '.=:':, ·•~, .. :·. "';,."", .,'!',e,,; .. 2""c;"""~,;;;.~. ;.~·-.• ~ .. · '3s--:~-•~. ;;,,;~,.'"',·.,.",';. ~""""""ii', .. "',;c'dl~~~~1~E:cz ~l~~~ALK EXIST PCC SIDEWA~K (BOTH SIDES) -1 b' PARKWAY PER PLAN VARI S ~5.58 TO ~7.3' SAWCUT LINE c-2 EL CAMINO REAL lYPICAL SECTION STA 507+53.50 TO STA 512+28.99 R W=VARIES VARIES ~42.51' TO ~48.85' VARIES VARIES LANDSCAPE PER PLAN 5.58' St~iui:-1-----1 1.5' MAINTENANCE STRIP 1.03' TO 11.46 , 4.15' TO 13.04 RAISED RAISED MEDIAN MEDIAN ' 5.33' f---+-SAWCUT LINE 2" TRMAC/4" AC OVER 18" CLASS II BASE PER PLAN, JOIN PER DETAIL "C" SHEET C-2 R W=63'± 2" MIN TRMAC OVERLAY ON (BOTH SIDES) PVMT FABRIC OVER EXIST PVMT 3/4" COLD PLA)JE AND AC LEVELING COURSE (BOTH SIDES) VARIES ;;;39,95' TO ~41.54' VARIES PARKWAY CURB AND GUTTER PER PLAN (BOTH SIDES)---+-----! MOD G (8") C&_G 8" GS-18 CURB VARIES 16. 7' +-TO 17.5' +- 3/ 4" TO 2 3/ 4"COLD PLANE & 2" TRMAC OVERLAY ON PVMT FABRIC ON 3/ 4" AC LEVELING COURSE TO MATCH EXIST LIP OF GUTTER PER DETAIL "A" ON SHEET C-2 '" .. . :-• ,. 1.6% TO 2% . : .··.,_;. ,_'•:·:.a·.: ;_ ~ :•.. :.,•~· , ... , . ,, . ji PCC s·IDEWALK PER PLAN 2'' TRMAC / 4" AC OVER 18" CLASS II BASE PER PLAN JOIN PER DETAIL "B" SHEET C-2 2" TRMAC/ 4" AC OVER 18" CLASS II BASE JOIN PER DETAIL "B" SHEET C-2 METAL BEAM GUARD RAIL PER CALTRANS STD. PLAN A77i 2 CURB AND GUTTER PER PLAN BIO-RETENTION STRUCTURE PER DETAIL SHEET 36 (C-32) 2". TRMAC/4" AC OVER 18" CLASS II BASE PER PLAN, JOIN PER DETAIL "C" SHEET C-2 EL CAMINO REAL lYPICAL SECTION STA 512+28.99 TO STA 513+64.12 2" MIN TRMAC OVERLAY ON PVMT FABRIC OVER EXIST PVMT 3/ 4" COLD PLANE AND AC LEVELING COURSE (BOTH SIDES) EXIST PCC CURB, GUTTER & SIDEWALK I RETAINING WALL PER PLAN CURB. AND GUTTER PER PLAN W'LY R/.W ! VARIES 4.38' -10' lsoRso o-75 ITYPE D I RETAINING WALL PER PLAN 10' PARKWAY PER PLAN CURB AND GUTTER PER PLAN I I SDRSD D-75 TYPE A I (LIMITS PER I PLAN) I 2: 1 MAX PCC SIDEWALK PER PLAN NOTE: 1 o' PARKWAY PER PLAN VARI ~6.36 ,T ~13.6 SAWCUT LINE CURB AND GUTTER PER PLAN TO ~7.3' SAWCUT LINE ' (BOTH SIDES) r 15'7 8" GS-18 CURB ✓ R W=VARIES R W=63' VARIES ~42.5' TO ~43.32' VARIES VARIES VARIES ~39.5' TO ~42.1' VARIES o55~i0 1, 1 ~-~'5JO 15,5' PARKWAY 0.8% TO 1.6% 1.5' MAINTENANCE STRIP 5.58' SAWCU1Li---' LINE (BOTH SIDES)-----1---1 MOD G (8") C&G RAISED RA1SED MEDIAN MEDIAN 5.33' r 1.5'7 1---+-SAWCUT LINE 8" GS-18 CURB ** EXIST CROSS SLOPE BIO-RETENTION STRUCTURE PER DETAIL SHEET 36 (C-32) . 2" TRMAC/4" AC OVER 18" CLASS II BASE PER PLAN, JOIN PER DETAIL "C" SHEET C-2 <·.•· ..• ·':. . ., ......... ·. . ,Rf:/ ,. . ·, . , .. ·: .. · ,, >)>y' EL CAMINO REAL lYPICAL SECTION STA 522+75 TO STA 526+38.61 2" MIN TRMAC OVERLAY ON PVMT FABRIC OVER EXIST PVMT 3/ 4" COLD PLANE AND AC LEVELING COURSE (BOTH SIDES) R W=VARIES VARIES ~42.5' TO ~44' 1.5' MAINTENANCE STRIP 5.58' SAWCU'f-+--~ LINE (BOTH SIDES)-----+--, VARIES . 5,4g4' TO, RAISED MEDIAN VARIES g' TQ RWstD MEDIAN R W=63' VARIES ~42. 1' TO ~44.5' 5.33' '---+-SAWCUT LINE 8" GS-18 CURB VARIES 15.5' TO 16.5' VARIES PARKWAY E'LY R/.W ! 0% TO 1.5% MOD G (8") C&G 1.5'7 3/ 4" TO 2 3/ 4"COLD PLANE & 2" TRMAC OVERLAY ON PVMT FABRIC ON 3/4" AC LEVELING COURSE TO MATCH EXIST LIP OF GUTTER PER DETAIL "A" ON SHEET C-2 ·'..-::.--.. ' ·, •... '•.· • .. '., .. · E'LY R/.W METAL BEAM GUARD RAIL PER CALTRANS STD. PLAN A77/..2 EXIST PCC CURB, GUTTER & SIDEWALK t t 3/ 4" TO 2 3/ 4"COLD PLANE & 2" TRMAC OVERLAY ON PVMT FABRIC ON 3/4" AC LEVELING COURSE TO MATCH EXIST LIP OF GUTTER PER DETAIL "A" ON SHEET C-2 METAL BEAM GUARD RAIL PER CALTRANS STD. PLAN A77LZ EXIST PCC CURB, GUTTER & SIDEWALK 2" TRMAC/ 4" AC OVER 18" CLASS II BASE PER PLAN, JOIN PER DETAIL "B" SHEET C-2 EXIST pee CURB, GUTTER & SIDEWALK C-1 LANDSCAPE PER PLAN BIO-RETENTION STRUCTURE PER DETAIL SHEET 36 (C-32) 2" TRMAC/ 4" AC OVER 18" CLASS II BASE PER PLAN, JOIN PER DETAIL "C" SHEET C-2 EL CAMINO REAL lYPICAL SECTION STA 526+38.61 TO STA 529+32.64 2" MIN TRMAC OVERLAY ON PVMT FABRIC OVER EXIST PVMT 3/4" COLD PLANE AND AC LEVELING COURSE (BOTH SIDES) ENGINEER OF WORK ~t 7 £tJrt)Ob 4-18-2014 P.E, C-26493 DATE ASPHALT PAVEMENT REPAIRS AND REMEDIATION OF EXISTING PAVEMENT SHALL BE DONE PRIOR TO COLD PLANING EXISTING. ASPHALT CONCRETE PAVEMENT AND PLACING 3/4 INCH MINIMUM ASPHALT CONCRETE LEVELING COURSE. THE PROJECT ENGINEER WILL DESIGNATE AND MARK FINAL LIMITS OF i=;XISTING ASPHALT PAVEMENT REPAIRS AND REMEDIATION. ' NOTE: T ELEVATION SHOWN ON PLANS (ELEVATION @ CENTERLINE DEPICTS FINISHED SURFACE OF PAVEMENT BELOW MEDIAN WHERE APPLICABLE). C 26493 "AS BUil T" P.E. ___ EXP. -~~-DATE REVIEWED BY: / BUREAU VERITAS 10620 Treena Street Suite 170 San Diego, CA 92131 Tel: (858) 863-2000 www.us.bureauveritas.com INSPECTOR DATE , 1----l---j------------,Jr----t---t--r-------i I SH5EET I CITY OF CARLSBAD ~ TRANSPORTATION DEPARTMENT ~ ~==-=E;;L=. ~CA~M=;;l~N~O=;R;;E;:;A~L:::;R::;O:;:;A;;D~W,;;I D;;E~N l,;::;N~G-'=== TAMARACK AVE TO CHESTNUT AVE TYPICAL SECTIONS _AP4~~E.,_D=l.:~U:=N='-A~'-"""'E=S~I --~-~L_ CITY ENGINEER PE 41204 EXP. 03-31-15 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: ---PROJECT NO. I DRAWING NO, CHKD BY: ---3957 460-6 RVWD BY: ---':!_:_-, I ... .L _I CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 W'LY R/W-VARIES f R/W-63' T I I R W= VARIES R W=31'± E'LY R/W I 2:1 MAX 2:1 MAX PCC SIDEWALK PER PLAN (BOTH SIDES) W'LY R/W I 10' PARKWAY PER PLAN CURB AND GUTTER PER PLAN (BOTH SIDES) 1 o· R W=63' 44' 1.5' MAINTENANCE .STRIP 5.33' SAWCU"F_,__-< LINE (BOTH SIDES) ---+-----j 44' D MEDIAN r 9' RAISED MEDIAN 1.5'7 VARIES 5.33' f----HSAWCUT LINE 8" GS-18 CURB (BOTH SIDES) R W=63' 44' ' 10' 2" TRMAC/4" AC OVER 18" -~ Cl.ASS II BASE PER PLAN (BOTH SIDES) JOIN PER DETAIL "B" SHEET' C-2 I I 10' 1.5: 1 MAX EXISITNG WALL ----------- PCC SIDEWALK 5.5' WIDE PER PLAN (BOTH SIDES) VARIES Ng' TO ~32' PARKWAY PER PLAN 5.5' CURB AND GUTTER PER PLAN (BOTH SIDES) ,, · PARKWAY PER PLAN N5,5' MEDIAN 1' LT TO g' RAISED MEDIAN VARIES 5.33' TO PCC SIDEWALK PER PLAN (BOTH SIDES) _.. . ·-~- 2:1 MAX WlY R/.W I ' CURB AND GUTTER PER PLAN (BOTH SIDES) ~10' PARKWAY : ~fR ~ffifiWALK (BOTH SIDES) CURB AND GUTTER PER PLAN (BOTH SIDES) 1.5' MAINTENANCE STRIP (BOTH SIDES) ---+--1 2.4% TO 3% 2" TRMAC/ 4" AC OVER 18" Cl.ASS II BASE PER PLAN (BOTH SIDES) JOIN PER DETAIL "B" THIS SHEET r 1.5'7 1 O' SAWCUT LINE 8" GS-18 CURB (BOTH SIDES) 2.7% TO 3% 2: 1 MAX _,.,.,.,·.,. ,;_,_. __ .,,, ,:,; .. ·,.,,, _., ... ,-,I ,v.l(Y'./,_,1/' . . ' ..... <.':. ·:,,,'• >,_,'>-,_,''), ',' 2:1 2" MIN TRMAC OVERLAY ON PVMT "» ~ ;(~0✓ FABRIC OVER EXIST PVMT WITH '.;'.(✓/ ' 3/4" MIN COLD PLANE AND AC 2" TRMAC/4" AC LEVELING COURSE (BOTH SIDES) OVER 18" Cl.ASS II BASE LANDSCAPE PER PLAN 2" TRMAC/4" AC . PER PLAN (BOTH SIDES) JOIN PER DETAIL "B" THIS SHEET R W=63' . . !-~-,-: 2" TRMAC/ 4" AC OVER 18" Cl.ASS II BASE PER PLAN (BOTH SIDES) JOIN PER DETAIL "B" THIS SHEET 2% TO 2.2% EL . CAMINO REAL TYPICAL SECTION STA 535+63.58 TO STA 536+84.83 NTS 5.33• 5.33' RAISED SAWCUT -+------,MEDIAN ~--i---SAWCUT LINE 8, LINE .8" GS-18 CURB (BOTH SIDES) ,, ... 2" TRMA<;/ 4" AC OVER 18" CLASS II BASE PER PLAN (BOTH SIDES) JOIN PER DETAIL "C" THIS SHEET R W=63'± • N53' 2.5% TO 3% ., . : ' LANDSCAPE PER PLAN ~~~RPIAN ~lit1fi 1~1Bt~f 2' JOIN PER DETAIL "c" THIS SHEET EL CAMINO REAL TYPICAL SECTION STA 536+84.83 TO STA 539+14.92 NTS 10' 1 o· SDRSD G-5 TYPE "A" AC DIKE PER PLAN 2' ~~ = 0(::;: ·\_y~» 1.5: 1 MAX 2" AC OVER 12" NATIVE SOIL COMPACTED TO 95% TO PROVIDE TEMPORARY ACCESS AND SUBJECT TO RECOMMENDATIONS BY A GEDTECHNICAL REPORT FDR FUTURE DEVELOPMENT DRIVEWAY "A"' STA 5+63 TO STA 9+65.66 -NTS R/W N5,5' SAWCUT LINE VARIES PARKWAY 2: 1 MAX 2" TRMAC OVERLAY ON PVMT FABRIC OVER EXIST. PAVEMENT WITH 3/4" MIN COLD PLANE AND 3/ 4"MIN AC LEVELING COURSE VARIES PER Pl.AN '------'\--',;--":'. 2" TRMAC OVERLAY 4" AC EXIST .. STRUCTURAL SECTION 18" CLASS II BASE DETAIL "C" NTS , ) 2" TRMAC OVERLAY ON PVMT FABRIC OVER EXIST. PAVEMENT WITH 3/ 4" MIN COLD PLANE AND 3/ 4" MIN AC LEVELING COURSE VARIES VARIES I 2" TRMAC OVERLAY ON PVMT FABRIC OVER EXIST. PAVEMENT WITH 3/ 4" MIN COLD PLANE AND 3/ 4" MIN AC LEVELING COURSE VARIES PER PLAN EXIST. STRUCTURAL SECTION SEE PLAN PARKWAY EXISTING CURB, GUTTER & SIDEWALK 3/ 4" TD 2 3/ 4" COLD PLANE WITH 2" TRMAC OVERLAY ON PVMT FABRIC ON 3/ 4" MIN AC LEVELING COURSE DETAIL "A" EDGE GRIND DETAIL NTS EXIST. STRUGTURAL SECTION DETAIL NTS "B" ··•·:,·~:.•,,·:.•·~::,~ CURB, GUTTER AND SIDEWALK OR MEDIAN PER PLAN 2". TRMAC OVERLAY 4" AC 18" CLASS II BASE BUREAU VERITAS 10620 Treena Street Suite 170 San Diego, CA 92131 Tel: (858) 863-2000 www.us.bureauveritas.com ~27' 8" UNLESS NOTED OTHERWISE CHESTNUT AVENUE TYPICAL SECTION STA 7+59.33 TO STA 8+89.06 NTS ) R=1/2" 6" R=1/2" ~M/ 2" WEAKENED ~ r 1 PLANE JOINT - -;;> \l -"' \ \~ 2 R=1/2" __l__,_ ..... ,- \~ ---1 1 R= 1" ' en , .. :.· -~-_l '---'--""-'-'-' ~-~· -···-~-~ - ----2_5_ .. ----1-ll .-'.12'· _ MODLE/EfLJYl'J; G .8'" .~CURB & GUTTER (ME.DJ,QN) CITY OF CARLSBAD STD DWG GS-18 NTS ,,.,24' NOTE: ELEVATION SHOWN ON PLANS (ELEVATION ·@ CENTERLINE DEPICTS FINISHED SURFACE OF PAVEMENT BELOW MEDIAN WHERE APPLICABLE) .. C 26493 ~7', PARKWAY PER PLAN 5.5' ~-2:1 MAX -' NOTE: , ASPHALT PAVEMENT REPAIRS AND REMEDIATION OF EXISTING PAVEMENT SHALL BE DONE PRIOR TO COLD PLANING EXISTING ASPHALT CONCRETE PAVEMENT AND PLACING 3/4 INCH MINIMUM ASPHALT CONCRETE LEVELING COURSE. THE PROJECT ENGINEER WILL DESIGNATE AND MARK FINAL LIMITS OF EXISTING ASPHALT PAVEMENT REPAIRS AND REMEDIATION. C-2 ENGINEE-R OF WORK ~tl'l»rt;~ 4-18-2014 P.E. C-26493 DATE "AS BUil T" P.E, __ _ EXP.----"--'-DATE REVIEWED BY: INSPECTOR DATE [sHml CITY OF CARLSBAD I SHEETS I 1------1---+-------------------1---+--J---,--+-----1 ~ TRANSPORTATION DEPARTMENT. 77 t-------l---+-------------------1---+--t----+-----I DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL EL CAMINO REAL ROAD. WIDENING TAMARACK AVE TO CHESTNUT -AVE TYPICAL SECTIONS APPR~ !~Ny;£ ' _· _ -'r~/Lf___ CITY ~ER PE 41204 EXP. 03-31-15 , DATE DWN BY: ---PROJECT NO. I DRAWING NO. CHKD BY: --3957 460-6 RVWD BY: --·1 I I f ' ~' ' ' ' __ ,,_ .. "" . ---------- I. --!---... . -----·-. - :: ::. 'f':c. :.: .. -,·:c:. 1--1~,:::'.: :.:.·· -·-'f=··· .:., --·-··"1:-'c .. .": · r· ·• . · ... -: ---:_ :.l.:,: ~.~ ' . ' -",;.,,,,_, ,., ··•. --""'""' -. : :-.:, :. J .. ·: :. -.• . : · .. ~ -. ---~ .: ; __ -=--;~:r ,:._;~--_;; '" ·-· .. ~ .: :.::= .:::,.;; :---~J-'.'.~:~ ::.~~~~ .. - -·------------.... --- ----. ---. .. : _•I:.:··_·, ··--, --"J ··-1· --- ' ---T -.. r -i ---- . I .. 1 .. ,, . . ' ... -, . --.. +· ·.:.[,,: . --·: : . -... , .. '" ·----- -·1 ·: . ····::.r- ··1. '~i .. . t -- I T .... ,. ·=r.:1•·~•••····•.•:•.· ... ··· ... ~1.-.····. -_ L. -__ :_ -: .. ·! .·,, -' I• ,,fi . . . •·t. ·,:_::c·:.,:, ----. 495+70.78 45,0 LT 497+05,08 45.0 LT 497+58.19 33.6 LT 494+98.99 62.2 RT 495+ 5.01 27.5 LT 495+ 13.29 50.3 LT 495+ 13.93 28;0 LT 496+ 76.93 48.3 RT 49 +83.99 .6 RT ii O . .. . CENTERLINE QATA GRAPHIC SCALE 20 .Q ----40 GS-18 CURB GS-18 CURB GS-18 CURB GS-18 C RB :, .. _.J,. : ...... · .. , .... : ..... :.·· ... : .··.~:. :· . --·-···"" . ----. --·-·-· __ _. __ -------. -.. ----- ---·-1 --·• ----··-•"' ·-· ---. ----·-·-.. -. --·--··· -· -·-····--·-·. ------1.: -. -·_,.I ........ . -,--- ··-------------.. -···----__ ., __ .. " -. -·---·· --·-----·-.. --·-· '',"f-· ::. :·:-·, ·:· ·: • .:r::cc :' .: .'·,: __ :•., ·=·= .··= ,"." ''"·• .. -- ---'""" -· .. -----.. ... --·· ----·-·· -· ··-····-____ ,, "'" ---·----- . ---- ·-. ... --·--··" .. -~··· ~ ...... -....... """' ............ -····· . ------.... ,,., .. -· ------. . . ------. --.......... --· --......... _____ ,, ----..... ---------··-•-·-··--•-··•--·--···---,:::: ii ' ,.,:, :;, = , , ...... •~l::"c:, ;,j ::•.:: :,:,. :_ . .. -· ······ -f ··-------l--+--•-+-+--t- -· ---·------•-------.. ----.............. ··-···· ··-···--· ·····----. ............. _. .. ------• · -··-----------··------------ -.:::, ••::: -" ... ----sc· lE: ... ,, "·•-,, ... : :: ___ ,.,,,, ,·, ...... : .... ~,,,, ~:·•= ::· ·: -.c= '"'}'.-::::c· [-,_,::,:~ ::: ·:_-: .............. ::.--.,, :~: --=~-'-~: .'":;~_:::_-~:_:-.·~ IC@t;:~~C f~---~• :~ ---}-·: ·8·_·E·_·IR.TJ .. ·.'.1. !f2~0 -,_, --. •·-··· . ~)' · --__ ,.._ ---= . : ---__ .-::·:.. __ ·:: .. -r·· --.. f..... --··----···· :-r-.::.~ ·.: ... ~:.-- . ---E· STA. 494+55.22 WELL MONUMENT --sDCO, ENG. DEPT. N 2001323.158 E 6236475.231 MONUMENT BEARS N 29"59'35' E 0.4 ' FROM C ·i:------· --/ / --------- ' ·E-- "" ' "' ----· -· - r !:r'~ _!j._t,;', - ' "';-;1-11-----1------•-/ ,,,-·-r,,,.c=cr -1, z .. ,or(l..'1-_ -----,-r,r<--.,-r ~~v-r' __ --._._SC'_-.;:;:: ,_}-:::===--::::~7<"-- 1,.1\/.*-' ~r~ "), ,, · _j'___--_--~ -----f _£~ ~ ~ -E C / eo-_.::.~~----__,,,--:-l rr'v" '-1 / j:.5 ,rrr, -PLAN " ( _ _"2,/5" J_ --SCALE: 1 • =20' ~ F SD-t, r<-\t ; I y____ BENCH MARK l A·I ( ;-·--✓·---..:_."J,, .. DESCRIPTION: FD. WELL MONUMENT AT THE CENTER OF BULB CUL-DE-SAC + y: ~lM~E ~§~_Et~ OF BA~~A~i: 15ft.\1~~ST OF ESl:ERA ST, LOCATION: WELL MONUMENT AT THE CENTER OF 40 FT. CURB RADIUS OF ) BULB CUL-DE-SAC AT THE EAST END OF BAJO CT. 150 FT. 5 EAST OF ESFERA ST, L __ ~ ,( RECORDED: FEBRUARY 8, 2002 PER R.0,S, 17271, FILE NO, 2002-0112862 ~ ~ ELEVATION: .520.611. DAlUM: NGY029 BUREAU VERITAS 10620 Treena Street Suite 170 San Diego, CA 92131 Tel: (858) 863-2000 www.us.bureauveritas.com ----............ . . ... ----· ------ ... ., -. -----·· . ---· . --. ·--·------- --------------------·-----· -- 0 8 "l +~ ------------------· --. -·--· ------· .. -...... -. --------·· ---------·------.......... ··-·· -. --- CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 ···------.. - -,.,, __ -·-··· ···-·----·-··-·-- -·----·---.. -· ---• -- -·--------· ·-·-----· ,, ___ -----· ><• -. __ _._ --·-·• --. - ----·----·-··-_,,,. .. "'"""" ..... -........... -··--•....• -· -- ·-·-. ------· -······ ---- ., ·-------- ~-·-· _., ___ ... ,.. ·-.... ··--· --·----•-' ·-·--. ONSIRuC -,, . ---··-... -- . . " ---- CD ® @ <v CONSTRUCT 2' TRMAC/4' AC PAVEMENT OVER 18' CLASS 2 AGGREGATE BASE 2' TRMAC OVERLAY ON PVMT FABRIC OVER EXISTING PVMT W/ ® ® 0 ® ® @) @ @ @ @ ~ NOTE: 3/4' MIN, COLD PLANE AND AC LEVELING COURSE SAWCIJT PAVEMENT 3/4' TO 2 3/4' COLD PLANE W/2' TRMAC OVERLAY ON PVMT FABRIC ON 3/4' AC LEVELING COURSE NOT USED ADJUST EXISTING MANHOLE FRAME AND COVER TO PROPOSED GRADE BY CONTRACTOR REPLACE VALVE CAN BY SDG&:E NOT USED NOT USED EXISTING BUS STOP FACIUTIES TO BE PRESERVED AND PROTECTED BY CONTRACTOR NOT USED NOT USED ADJUST EXISTING MANHOLE FRAME AND COVER TO PROPOSED GRADE BY SDG&:E NOT USED REPLACE VALVE CAN BY CONTRACTOR, ADJUST TO FINISH GRADE NOT USED 1. ITEMS NOT SHOWN FOR REMOVAL, REPLACEMENT, OR ADJUST SHALL BE PROTECTED IN PLACE, 2. CONTACT KINDER MORGAN AT (714) 560-4940 PRIOR TO ANY WORK IN VlCINllY OF FUEL LINE. J C-3 3, SAWCIJTTING OF EXISTING SIDEWALK SHALL BE PLACED AT EXISTING SIDEWALK JOINT .CLOSEST TO AND OUTSIDE OF PROPOSED IMPROVEMENTS. SIDEWALK, CURB AND GUTTER SHALL BE REPLACED FROM SAWCIJT LINE TO PROPOSED IMPROVEMENTS AND /.S PROPOSED IN PLAN, ENGINEER OF WORK ~t / hrd~ 4-18-2014 P.E. C-26493 DATE "AS BUil T" C 26493 P.E. ___ _ EXP, ---"--DATE REVIEWED BY: INSPECTOR DATE f-------+--+------------i---t-----+----t-----1 I SH~ET I CITY OF CARLSBAD ~ TRANSPORTATION DEPARTMENT ~ :==~;;,EL=;C~A~M;:IN:::;O;:::;R=;E:;::A;:::L ::;R:::;O~A=;D=;:W:::;ID=;E:;:::N~IN:::;G;,,:==~ TAMARACK AVE TO CHESTNUT AVE IMPROVEMENT PLANS DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PLAN & PROFILE EL CAMINO REAL RD: STA 494+55.22 TO 498+00 APP~ ,:~Nm· _. # VJ'f CITY NGINEER PE 41204 EXP. 03-3.1-15 DATE ~ DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. 3957 DRAWING NO. 460-6 ' ~ ! ' 1 ' ·20 -T GRAPHIC SCALE ,o ,20 40 ... --·-,F"". w Z ~lilm'-!ffll!lR~ o'l'!ffllffl!i!!l ::J ~~ ~ :ii 'r/-:-triit,-fr~,ttMt. i ~~~9!=::~ Rl'lH -, .. ··-----· ·--··· --"· '" •.. --- ·---. '"""" -... -- I-- .. -----. ______ ,. --.... --.. ·····----------., ---"" " ····-· ...... --...... --------······-. -------------.. ----·----- ,/ BENCH MARK DESCRIPTION: FD. WELL MONUMENT AT THE CENTER Of BULB CUL-DE-SAC AT THE EAST END Of BAJO CT. 150 FT. EAST Of ESFERA ST. NAME: CLSB-027 STAMP: LS. 3189 LOCATION: WELL MONUMENT AT THE CENTER Of 40 FT. CURB RADIUS Of BULB CUL-DE~SAC AT THE EAST END OF BAJO CT. 150 FT. EAST Of ESFERA ST. RECORDED: FEBRUARY 8, 2002 PER R.O.S. 17271, FILE NO. 2002-0112862 ELEVATION: 520.64. DAl\JM: /.IGVDZ'J ···--·@··· ----.......... , .. --. -··-·--........ -····----. ----------------·· -----~--·-··-·-·· ------. ---- ------------- - F0R-ST0RM-DRAIN-Pt:ANS MID PROl'ltES----SE~STORt,LDRAU't ___ _ PW!S-THIS-SET,SHE&LN.UMBERS PER SHEET lt'!!IDLQN T-4 --- PLAN SCALE: 1 "=20' UTILITY TABLE OWNER STATION & OFFSET 501 +86.01 45.0 LT 500+20.56 45.0 LT 499+69.62 33.6 RT 501 + 72.86 50.5 RT 501+8 0 "' ----. ·-·· --···------· --------------- ::· -· .:n ... ~ .. ::r::::; --___ ....., ·------·--. ----. --·· ------.. --·-. ----------. --........ -. -----------" ---------------· --, ···-· -·-------- --- -. ---•· -·-·-· ·---.... , -,,_ ~ ... ' -·--·-··-~---- ···-- / -. - ----··-----. :• ·--·-··-"-···-'" --:::·,-., --------·-" ··--· -·-·------~---· -· -----··· --·----· --------__ ,._ --·-r-- ·-·--···--· --------·------·· -~ --- --~----. ···-·-····-· .... ," -----------.... --, ...... ·-------. . -------· ·--· -·---. ---·--'-· -. -· ---·1=t::c.1· -.. -:.--:-~·.: .:::·::..··--------······---------------·--.,_, __ l=±cc!= --"" ------------- ··-.... ·-····· -··-· ----------.. ... --... . ····-· -------·-·· .,.,_,,__ --· -. CONS I AUCTION NOTES \ 1 CONSTRUCT 2• TRMAC/4" AC PAVEMENT OVER 18" CLASS 2 AGGREGATE BASE ------...... ------.. ---.. - ----. --. ----------·· 2" TRMAC OVERLAY ON PVMT FABRIC OVER EXISTING PVMT W/ 3/4" MIN. COLD PLANE AND AC LEVELING COURSE ® ® @ @ NOTE: SAWCUT PAVEMENT J/4" TO 2 3/4" COLD PLANE W/2" TRMAC OVERLAY ON PVMT FABRIC ON 3/4" AC LEVELING COURSE NOT USED ADJUST EXIST MH FRAME AND COVER TO PROPOSED GRADE BY CONTRACTOR COORDINATE WELL MONUMENT RELOCATION/ADJUSTMENT TO GRADE WITH CITY AND/OR COUNlY. ADJUST EXISTING MANHOLE FRAME AND COVER TO PROPOSED GRADE BY AT&T 2 3 4 5 6 7 8 9 1. ITEMS NOT SHOWN FOR REMOVAL, REPLACEMENT, OR ADJUST SHALL BE PROTECTED IN PLACE., 2. CONTACT KINDER MORGAN AT (714) 560-4940 PRIOR TO AfN WORK IN VICINrtY OF FUEL LINE. C&G C&G C-4 3. SAWCUTTING OF EXISTING SIDEWALK SHALL BE PLACED AT EXISTING SIDEWALK JOINT CLOSEST TO AND OUTSIDE Of PROPOSED IMPROVEMENTS, SIDEWALK, CURB AND GUTTER SHALL BE REPLACED FROM SAWCUT LINE TO PROPOSED IMPROVEMENTS AND Af'> PROPOSED IN PLAN. ENGINEER OF WORK ~t/-Dk)~ 4-18-2014 P.E. C-26493 DATE "AS BUil T" P.E. ___ _ EXP.--~-DATE REVIEWED BY: INSPECTOR DATE I--+--+-------------,-,-,-,--,~ C\JArSP£ET10S¾~}JM~NiD CTEJ BUREAU VERITAS 10620 Treena Street Suite 170 San Diego, CA 92131 Tel: (858) 863-2000 www.us.bureauverita~.com DATE INITIAL ENGINEER OF WORK OATE INITIAL REVISION DESCRIPTION· OTHER APPROVAL DATE INITIAL CITY APPROVAL EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE IMPROVEMENT PLANS PLAN & PROFILE .. EL CAMINO REAL RD: STA. 498+00 TO 502+50 AP~ X:tzl.N ~ . · .. ·. ~ C_I_TY.,, ... EC>NEG.,INLE.E,_R~P~E~41~2L0~4~E~X ... P-. ~oc:3c-_-=3c-1 _-,c-:5---=_ DccA-=TE _4, DWN BY: ---PROJECT NO. CHKD BY: __ 3957! RVWD BY: DRAWING NO. 460-6 -~. - '· GRAPHIC SCALE '20 ,o , 20 40 ----- -··· -···--,_ . -. ------···· --· --ll-- I .:~ . -:..! ·.: -:·:~ ~.::· .. -. __ :::· --::· --...... ···---.-.. ---·· ······-.. "- ----·-----. ···--+--------···---·------ .. _ ·:..7.:. · .. ::-: _'.: -•-~--~ 1-·--:..~--=-, ··:· ".:.::· ··--·---·--· ---· -·--------···-··-. ----- -18 UR .. --. ----_r·--·-·· ... . -· ---- ___ ,:..,: .. . . . 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" -· ··~· -· -----·---· -·-··-· -------.... ____ , ......... _ ·--·-. e· . .•.. _ ·· · cc , · {JJ cc,cc~-· ·:R W .. c··. ----.. :~-~~~-~~ i ·IT --- --,.. --·------------. ----· ------------· -----' ---·----_. ___ --·-·-· ----·-·•I--· r---:. ·-7_-____ .... -----. ·-,:·_ CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 :--:..::.: -t--- -~-. -·-f--- ... :··· _-:-::'::· -'.".--.:. ·---------.. ·••I---------- ····· · c!c= =t=l== .. ~=-~--I::=+=::~=t~_:: -------------. ' .. """ ·-., • 1'.,"'. --•• : ' ' -' -' _,_ ______ _ ----···--··· ,.;__-~-· --.. -· - .. -----------------·· ·-· --... -.•. -·· ----·----· --·------·---·--·-,. --~ -·-·--···-·"'-... ·---,. t==Fcc+'=/· ----------------. .... ····------· ------- ~ -• ------- ···-••I, .. :-_-·:..::: . r:. ·-------··· -•-· -----· - .. :: ···~· .~. :: ... -·•·~ -----------· __ .t.c: ... = .. >== .... = .. >== ... =! ... . -·---------·-,.. ·----. __ , __ __ .. 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""'" ..... ---. .. 1--· -1~-... --r--___ _ CONS I AUCTION NOTES G) CONSTRUCT 2' ,TRMAC/4' AC PAVEMENT OVER 18' CLASS 2 AGGREGATE BASE ® ® ® 0 ® ® ® @ @ @ NOTE: 2' TRMAC OVERLAY ON PVMT FABRIC OVER EXISTING PVMT W/ 3/4" MIN. COLD PLANE AND AC LEVELING COURSE SAWCUT PAVEMENT 3/4" TO 2 3/4' COLD PLANE W/2' TRMAC OVERLAY 0~ PVMT FABRIC ON 3/ 4' Ac LEVELING COURSE CONSTRUCT DRIVEWAY PER SDRSD G-14A ADJUST EXISTING MANHOLE FRAME AND COVER TO PROPOSED GRADE BY CONTRACTOR REPLACE VAf.VE CAN BY SDG&E NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED 1. ITEMS NOT SHOWN FOR REMOVAL, REPLACEMENT, OR ADJUST SHALL BE PROTECTED IN PLACE. 2. CONTACT KINDER MORGAN AT (714) 560-4940 PRIOR TO ANY WORK IN VICINITY OF FUEL LINE. ,3. SAWCUTTING OF EXISTING SIDEWALK SHALL BE PLACED AT EXISTING SIDEWALK JOINT CLOSEST TO AND OUTSIDE OF PROPOSED IMPROVEMENTS. SIDEWALK, CURB AND GUTTER SHALL BE REPLACED FROM SAWCUT LINE TO PROPOSED IMPROVEMENTS AND I'S PROPOSED IN PLAN. , . --.. ----. "" ---. ·-··-" --- ·:; --. .. ···-----·-,_ - . --·---.. . ..... :. ~:: .. ::. ..: -~ 0 CENTERLINE DATA UTILITY TABLE OWNER STATION & OFFSET 504+08.65 45.0 LT 502+55.10 31.0 LT C&G BENCH MARK DESCRIPTION: FD. WELL MONUMENT AT THE CENTER OF BULB CUL-DE-SAC AT THE EAST END OF BAJO CT. 150 FT. EAST OF ESFERA ST. NAME: CLSB-027 STAMP: LS. 3189 LOCATION: WELL MONUMENT AT THE CENTER OF 40 FT. C.URB RADIUS OF BULB CUL-DE-SAC AT THE EAST END OF BAJO CT. 150 FT. EAST OF ESFERA ST. RECORDED: FEBRUARY 8, 2002 PER R.O.S. 17271, FlLE NO. 2002-0112862 ELEVATION: 520.64 DAlUM: Nfll(QafJ C-5 ENGINEER OF WORK ~t / .b:;T()uJ;-• 4-18-2014 P.E. C-26493 DATE "AS BUil T" C 26493 P,E ____ _ EXP. DATE REVIEWED BY: INSPECTOR DATE t-----t-"---1----------t-----+---+--+----II SH;ET I CITY OF CARLSBAD ~ TRANSPORTATION DEPARTMENT ~ :===::".":;=================::::::;::==:::'...'.:::===: DATE INITIAL DATE INITIAL OATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE IMPROVEMENT PLANS PLAN & PROFILE EL CAMINO REAL RD: STA. 502+50 TO 506+50 APP~~~- C_I_TY..,--='1""NG,.1"'NE1..E...,R"-'-PE~4"'12"'0L4--'E'-'X"'P4. "'o"'3'----31---1-5~~D-A-TE --#?PIL'L DWN BY: ---PROJECT NO. I CHKD BY: __ 3957 RVWD BY: DRAWING NO. 460-6 Vl ::r ('I) ('I) .... 1.0 0 ..... ...... ...... ·20 ' 510+50\ oc 142.11) ----------_,.__ ~ CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 -·----------->-+----+-• ... --··---·--•-I••·--·-······-.• .,,.. I-. -• --~-- . ,,, -- ··~ ------~-: ~---... . 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COLD PLANE AND AC LEVELING COURSE SAWCUT PAVEMENT 3/4' TO 2 3/4' COLD PLANE W/2' TRMAC OVERLAY ON PVMT FABRIC ON 3/ 4' AC LEVELING COURSE· @ NOT USED @ ADJUST EXISTING MANHOLE FRAME AND COVER TO PROPOSED GRADE BY CONTRACTOR {J) NOT USED @ NOT USED @ NOT USED @· NOT USED PROTECT IN PLACE • ' @ @ EXISTING STORM DRAIN TO BE LINED PER SPECIFICATIONS @ ADJUST EXISTING MANHOLE FRAME ANO COVER TO PROPOSED GRADE BY AT&T @) : REPLACE VALVE CAN BY CONTRACTOR · ADJUST TO JINISH GRADE @ WATER SERVICE INSTALLATION PER CllY, OF CARLSBAD STANDARD DRAWING W-4 NOTE: ·. 1. ITEMS NOT SHOWN FOR REMOVAL, REPLACEMENT, OR ADJUST SHALL BE PROTECTED IN PLACE. 2. CONTACT KINDER MORGAN AT (714) 560-4940 PRIOR TO ANY WORK IN VICINITY OF FUEL LINE. 3. SAWCUlTING OF EXISTING SIDEWALK SHALL BE PLACED AT EXISTING SIDEWALK JOINT CLOSEST TO ANO OUTSIDE OF PROPOSED IMPROVEMENlS. SIDEWALK, CURB AND GUTTER SHALL BE REPLACED FROM SAWCUT LINE TO PROPOSED IMPROVEMENlS AND "5 PROPOSED IN PLAN. 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C-26493 DATE "AS BUILT" P,E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE .,---, --fsHm7 CITY OF CARLSBAD ~ t----t---+----------------t----1---+---+----t ~ TRANSPORTATION DEPARTMENT ~ ~=::::'....::E;:L=C;:A~M:;l;:::N O~R:::;E;:;:A:::L :::R;:;O;::;A::;D::::;:;:W;:;1 D::;E;:::N l:::N:;;.G..':::==~ TAMARACK AVE TO CHESTNUT AVE IMPROVEMENT PLANS PLAN SCALE: 1 "=20' GRAPHIC SCALE 20 40 ( BENCH MARK DESCRIPTION: FD. 1'1£LL MONUMENT AT lHE CENTER Of BULB CUL-DE ..:sAC AT lHE EAST END OF BAJO CT. 150 FT. EAST OF ESFERA ST. NAME: CLSB-027 STAMP: L.S. 3189 LOCATION: 1'1£LL MONUMENT AT lHE CENTER OF 40 FT. CURB RADIUS OF BULB CUL-DE-SAC AT 11,E EAST END OF BAJO CT. 150 FT. EAST OF ESFERA ST. • RECORDED: FEBRUARY 8, 2002 PER R.O.S. 17271, FILE NO. 2002-0112862 BUREAU VERITAS 10620 Treena Street Suite 170 San Diego, CA 92131 PLAN & PROFILE EL CAMINO REAL RD: 506+50 TO 510+50 A-P~P~q,o~,._c'.f""LE_'-'z"""~""NL.,PM,...E.,..~..,1 L. ____ 4-b?/rl__ CITY ENGINEER PE 41204 EXP. 03-31-15 DATE DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ___ _ ·------1 ELEVATION: 520,&4, DATIJM: NGVQ?.'J Tel: (858) 863·2000 www.us.bureauveritas.com .. f--CC7'..,...-1-c.=c=-+W...---------------l----l---l---.../----l DWN BY: I PROJECT NO. DRAWING NO. REVISION DESCRIPTION 3957 460-6 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL L'R.,.V,_WD!.'.'cc_B'c'..'.Y-..: ===J ~·------~--~~----~ , ' :.::·:. ------------- GRAPHIC SCALE '20 :0 .-20 40 -----SCALE: 1 "=20' ····.:. pc . ::..:~: :-s - ·:·--:. --_____ _. r··· -- --. ------,. : ~Reill!""' ·::.cc .:cc. 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' -· BENCH MARK .-r: : ... - ·---. --------···· COf\lS I RUCTION NOTES G) ® @ © ® ® 0 ~ ® @ @ @ @ @) CONSTRUCT 2' TRMAC/ 4' AC PAVEMENT OVER 18' CLASS 2 AGGREGATE BASE 2' TRMAC OVERLAY ON PVMT FABRIC OVER EXISTING PVMT W/ 3/4' MIN. COLD PLANE AND AC LEVELING COURSE SAWCUT PAVEMENT 3/4' TO 2 3/4' COLD PLANE W/2' TRMAC OVERLAY ON PVMT FABRIC ON 3/4' AC LEVELING COURSE NOT USED ADJUST EXISTING MANHOLE FRAME AND· · COVER TO PROPOSED GRADE BY CO~CTOR NOT USED NOT USED NOT USED NOT USED NOT USED EXISTING STORM DRAIN TO BE LINED PER SPECIFICATIONS ADJUST EXISTING MANHOLE FRAME AND COVER TO PROPOSED GRADE BY AT&T NOT USED NOT USED NOTE: • 1. ITEMS NOT SHOWN FOR REMOVAL, REPLACEMENT, OR ADJUST SHALL BE PROTECTED IN PLACE, 2. CONTACT KINDER MORGAN AT (714) 560-4940 PRIOR TO AfN WORK IN VICINITY OF FUEL LINE. 3. SAWCUTTING OF EXISTING SIDEWALK SHALL BE PLACED AT EXISTING SIDEWALK JOINT CLOSEST TO AND OUTSIDE OF PROPOSED IMPROVEMENTS. SIDEWALK, CURB AND· GUTTER SHALL BE REPLACED FROM SAWCUT LINE TO PROPOSED IMPROVEMENTS AND M'. PROPOSED IN PLAN. DESCRIPTION: FD. WELL MONUMENT AT THE CENTER OF BULB CUL-DE-SAC AT THE EAST END OF BAJO CT. 150 FT. EAST OF ESFERA ST. NAME: CLSB-027 STAMP: LS. 3189 LOCATION: WELL MONUMENT AT THE CENTER OF 40 FT. CURB RADIUS OF BULB CUL-DE-SAC AT THE EAST END OF BAJO CT. 150 FT. EAST OF ESFERA ST. RECORDED: FEBRUARY 8, 2002 PER R,0,S, 17271, FILE NO. 2002-0112862 ELEVATION: 520.64, DATUM: N~D29 ··-·· -----·--= -~--~--=·: ~:: ·_::.-: __ -: -··-·-... -... -~-~ -~=--:: :. _,,_;_::' --·- NOTE NUMBER - CENTERLINE DATA .. C&G UTILITY TABLE STATION & OFFSET 511+75.99 45.0 LT 510+89.31 51.0 LT 510+96.9 5 .1 L C-7 ENGINEER OF WORK ~t,iut)~ 4-18-2014 P.E. C-26493 DATE "AS BUil T" P.E, __ _ EXP.--~-DATE REVIEWED BY: INSPECTOR DATE 1--+--+--------------i-----t-,--r--, IT:] C\JA!sP£ET10~%~1~M~NfD ~ ;===-';E;;:L~CA~M~l~N~O=;R~E~A~L=iR~O:;::;A~D~W~ID~Ej;fNl~N~G-==== TAMARACK AVE TO CHESTNUT AVE IMPROVEMENT PLANS BUREAU VERITAS 10620 Treena Street Suite 170 San Diego, CA 92131 Tel: (858) 863-2000 www.us.bureauveritas.com OATE INITIAL ENGINEER OF WORK· ~ DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL PLAN & PROFILE EL CAMINO REAL RD: 510+50 TO 513+50 1/3/i1. . DATE ,·. , DWN BY: ___ PROJECT NO. CHKD BY: --3951 RVWD BY: ·•-,· DRAWING NO. 460-6 . ,. j' ' , GRAPHIC SCALE 20 0 20 40 ----- ::: ... -----.. '" ----··---. --_-.:-:r ~ -:: --.. . .. --· . ----· ----- CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 . ·1=1= 8 .: '. L .. ~i==!=~FJc~---. I--·-- . 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COLD PLANE AND AC LEVELING COURSE SAWClJT PAVEMENT 3/4" TO 2 3/4" COLD PLANE W/2" TRMAC OVERLAY ON PVMT FABRIC ON 3/4" AC LEVELING COURSE NOT USED ADJUST I EXISTING MANHOLE FRAME AND COVER TO PROPOSED GRADE BY CONTRACTOR NOT USED ELECTRIC POLE TO BE REMOVED & DISPOSED NOT USED CONSTRUCT TYPE D BROW DITCH PER RSD D-75 ADJUST TO GRADE NOT USED NOT USED NOT USED INSTALL METAL BEAM GUARD RAIL PER CALTRANS STD. PLAN A7712. NOTE: 1. ITEMS NOT SHOWN FOR REMOVAL, REPLACEMENT, OR ADJUST SHALL BE PROTECTED IN PLACE. 2. CONTACT KINDER MORGAN AT (714) 560-4940 PRIOR TO AfN WORK IN VICINITY OF FUEL LINE. BENCH MARK 3. SAWCUTTING OF EXlsnNG SIDEWALK SHALL BE PLACED AT EXISTING SIDEWALK JOINT CLOSEST TO AND OUTSIDE OF PROPOSED IMPROVEMENTS. SIDEWALK, CURB AND GUTTER SHALL BE REPLACED FROM SAWClJT LINE TO PROPOSED IMPROVEMENTS AND I'S PROPOSED IN PLAN. DESCRIPTION: FD. WELL MONUMENT AT THE CENTER OF BULB CUL-DE-SAC AT THE EAST END OF BAJO CT. 150 FT. EAST OF ESFERA ST. NAME: CLSB-027 STAMP: LS. 3189 LOCATION: WELL MONUMENT AT THE CENTER OF 40 FT. CURB RADIUS OF BULB CUL-DE-SAC AT THE EAST END OF BAJO CT. 150 FT • EAST OF ESFERA ST. RECORDED: FEBRUARY 8, 2002 PER R.O.S. 17271, FILE NO. 2002-0112862 ELEVATION: 520.64 DA TUM: fJC.VP 29 .. · --------.. -----• ... ------1-----·--. ---i-::::,::_-'-~~----·-------------- ....... --· ·------··--L- . --·---- - .. --~- . >::::'=C: '-'•' . ,,;: :.·.:. .ffl=' :=,cc ---1----------·--------•--·---· -....... , .. ···--···· .. ··f----t--, ------ -· -':::.""'" :· '.: ··----. ··-··. --~·· '-·--· --· ··-f--, --'" ""• --+---+------------ NOTE NUMBER "·-----------·-- ... :: :-:---- -···-· .... ·-· ,_ . .. -·--· .. ., --··· -----·-.. -···-------~---·-----,,____ ....• ----------.. ' . ··-... ......... ---. ·----··-· :~·- ... ~ _,, __ ··-··------... ··--........ ... . . ·-·· ...... ,. --.. __ -••·• . .::::.;, __:~;;~l;::;::._I;: ; .. -···-· _ ........ -···- ·--.. ., . ------·----------·--------. ----. UTILITY TABLE C&G C&G C-8 ENGINEER OF WORK ~t1f»rd~ 4-18-2014 P.E. C-26493 DATE "AS BUILT" P.E, __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE rsHECTJ CITY OF CARLSBAD ~ ~---1------J.-----~----------t------l--+--+-----I ~ TRANSPORTATION DEPARTMENT lE_j :==::::'..:E;::L::::::;C::::AM=;l:;:N:;O::::R;::;E;;A~L=R~O~A;::;D~W~ID;;E~N;;::I N~G-==~ TAMARACK AVE TO CHESTNUT AVE IMPROVEMENT PLANS BUREAU VERITAS 10620 Treena Street Suite 170 San Diego, CA 92131 Tel: (656) 663-2000 www.us.bureauveritas.com DATE INITIAL ENGINEER OF WORK DATE INITIAL REVISION DESCRIPTION OTHER .APPROVAL DATE INITIAL CITY APPROVAL PLAN & PROFILE EL CAMINO REAL RD: 513+50 TO 516+50 APP_ ~9 GLl;;fi,. 'LA_,N,,.1 ~,E-~YJ •. / ,;/4,J, -------'4~'4-c~&:_'--'-c-'.//'P"'~~"'-":,.,~:='P:-,--.-::---"·•--== r~~µ.-t_ CITY EGWFi° PE 41zo4 EXP. 03-31-15 DATE · · DWN BY: CHKD BY: ---- RVWD BY: PROJECT NO. 3957 I DRAWING NO. _ 460--6 VI ::r I'!) I'!) .... .... 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"" .. , .... , ......... __ ,, ___________ --· --- ·--. . .. -··-·· --··· --· ----·· ·----------........ -· -· --·---·------·· ------------- ___ -·-·· ---··-- -· ··-·-· ···--····· ·-··· -·-·-· ···•-·· ·---···---·----·-· -----··--. -·---·----·-. - ·, BENCH MARK ------------· -·--· --·-· ---·- -----···· -----. . .. -----·----.. --· -· ---·---·-·----· -. ------- .. ,=· CONS I Al.lCTION NOTES G) ® @ © CONSTRUCT 2• TRMAC/4• AC PAVEMENT OVER 18" CLASS 2 AGGREGATE BASE 2• TRMAC OVERLAY ON PVMT FABRIC OVER EXISTING PVMT W/ 3/4" MIN. COLD PLANE AND AC LEVELING COURSE SAWCUT PAVEMENT 3/4• TO 2 3/4• COLD PLANE W/2" TRMAC OVERLAY ON PVMT FABRIC ON 3/4• AC LEVELING COURSE @ CONSTRUCT DRIVEWAY PER SDRSD G-14A @ NOT USED (2) NOT USED @ ELECTRIC POLE TO BE REMOVED & DISPOSED @ NOT USED @) CONSTRUCT lYPE D BROW DITCH PER SDRSD D-75 @ NOT USED @ LINE EXIST. STORM DRAIN PER SPECIFICATIONS @ ADJUST EXISTING MANHOLE FRAME AND "COVER TO PROPOSED GRADE BY AT&T (j}) NOT USED @ INSTAil. METAL BEAM GUARD RAIL PER CALTRANS STD. PIAN A7712. NOTE: 1 • ITEMS NOT SHOWN FOR REMOVAL, REPLACEMENT, OR ADJUST SHALL BE PROTECTED IN PLACE. 2. CONTACT KINDER MORGAN AT (714) 560-4940 PRIOR TO Aff'f WORK IN VICINITY OF FUEL LINE. 3. SAWCUTTING OF EXISTING SIDEWALK SHALL BE PLACED AT EXISTING SIDEWALK JOINT CLOSEST TO AND OUTSIDE OF PROPOSED IMPROVEMENTS. SIDEWALK, CURB AND GUTTER SHALL BE REPLACED FROM SAWCUT LINE TO PROPOSED IMPROVEMENTS AND />S PROPOSED IN PIAN. DESCRIPTION: FD. WELL MONUMENT AT THE CENTER OF BULB CUL-DE-SAC AT THE EAST END OF BAJO CT. 150 FT. EAST OF ESFERA ST. NAME: CLSB-027 STAMP: LS. 3189 LOCATION: WELL MONUMENT AT THE CENTER OF 40 FT. CURB RADIUS OF BULB CUL-DE-SAC AT THE EAST END OF BAJO CT. 150 FT. EAST OF ESFERA ST. RECORDED: FEBRUARY 8, 2002 PER R.O.S. 17271, FILE NO. 2002-0112862 ELEVATION: 520.64. DA TUM: NGVD 2~ 0 NO. □ NOTE NUMBER . -.. -., -----,_ -··- . . ---· -" .. -.... --·-----------" ----·-·-·-_·.:: ... :.: L .. ~. :. :_: ---·-;:: CENTERLINE DATA . lYPE UTILITY TABLE GS 18 C RB lYPE G C&G OWNER STATION & OFFSET 17 C-9 ENGINEER OF WORK ~t1./»(()a9-_ 4-18-2014 P.E. C-26493 DATE "AS BUil T" P,E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF C-ARLSBAD ~ 1-------1--+------------------1---+--+---+----1 ~ TRANSPORTATION DEPARTMENT ~ :==~;;EL==::C==A==M==I N=:O;::=;R::;E=A=L ==R==o==A::;D==w==1 D::;E=:N==I N==G'-'==~ TAMARACK AVE TO CHESTNUT AVE IMPROVEMENT PLANS BUREAU VERITAS ' 10620 Treena Street Suite 170 San Diego, CA 92131 Tel: (858) 863-2000 www.us.bureaUveritas.com DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITlAL CITY APPROVAL PLAN & PROFILE EL CAMINO REAL RD: 516+50 TO 519+50 APP~)~~E~ ,, . • ~/4;/!J CITY ENGINEER PE 41204 EXP. 03-31-15 DATE DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. 3957 DRAWING NO. 460-6 V, ':r' ti) ti) .... ,_. w 0 ..... ..., ..., .i:. 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I-, ..• . -·· -. .•• . • -• ·-·.:· ·--:-~.:. :::: .. ,:.. -····--·----_, ____ ---- -·----· ---"•. :·~~ ___ :.:~~:-···-- -·-: :-.. _i.::,._ - . --··-----~-------. -------I-------. --~--I--.._:_: --_____ -----... ;: -_-__ , .··; ___ :.:--:::: :=:::: ·:--: .. :· :::~---:. :._-:;, __ :.--:·:'.'.:. -. -. ·-----·-------------...... .. --..... -. ....... -·-·----:-__ : --,'. -- . ----· ---------. l--+----1 .. ------r --·-- -.·: _ .. ------------,_. --~--·--·-----~--. .--:-------------· r--·· - ---------------- ·r------- -t----· ------- = --:.:: . .-::1--_-+_----=l __ ·--- ------ . -.. -,:: ----''', ,--, -:_-I, ~ ,,:: ·--· ·----· -... ----· -·. ~-•~ '-:~:,=~ ;~~ --. ----. ------·----'------. ---- ---··.. • I .... -' ---i::. - -------c= == -----: 0 "' : ::~ _, -~l ·1 -f: ~ = "°''"""' ---------· --' ---·-----·--,-... ·t----- -··--· ::,·--_-_ . -:_: ::-·-· .:.:.-.·.t:··-·--··:·::.; .. _t,:;::;::: i.=... ·- ...... ----·-... ---· t--- CONS I RUCTION NOTES G) CONSTRUCT 2• TRMAC/4" AC PAVEMENT OVER 18" CLASS 2 AGGREGATE BASE ® 0 © ® ® ~ ® @ @ @ (j}) @ 2• TRMAC OVERLAY ON PVMT FABRIC OVER EXISTING PVMT W/ 3/4" MIN. COLD PLANE AND AC LEVELING COURSE • SAWCUT PAVEMENT 3/4" TO 2 3/4" COLD PLANE W/2" TRMAC OVERLAY ON Pl/MT FABRIC ON 3/ 4 • AC LEVELING COURSE NOT USED ADJUST EXISTING MANHOLE FRAME AND COVER TO PROPOSED GRADE BY CONTRACTOR REPLACE VAf.VE CAN BY SDG&E ELECTRIC POLE TO BE RELOCATED BY SDG&E NOT USED CONSTRUCT lYPE D BROW DITCH PER RSD 0-75 NOT USED ADJUS1 EXISTING MANHOLE FRAME AND COVER TO PROPOSED GRADE BY AT&T NOT USED INSTALL MEfAf. BEAM GUARD RAIL PER CALTRANS STD. PLAN A7712. UTILITY TABLE NOTE NUMBER lYPE G C&G GS-18 CURB GS-18 CURB NOTE: 1. ITEMS NOT_ SHOWN FOR REMOVAL, REPLACEMENT, OR ADJUST SHALL BE PROTECTED IN PLACE. C-10 2. CONTACT KINDER MORGAN AT (714) 560-4940 PRIOR TO ANY WORK IN VICINITY OF FUEL LINE. ENGINEER OF WORK ~t;(Jw~ 4-18-2014 P.E. C-26493 DATE BENCH MARK 3. SAWCUTnNG OF EXISTING SIDEWALK SHALL BE PLACED AT EXISTING SIDEWALK JOINT CLOSEST TO AND OUTSIDE OF PROPOSED IMPROVEMENTS. SIDEWALK, CURB AND GUTTER SHALL BE REPLACED FROM SAWCUT LINE TO PROPOSED IMPROVEMENTS AND Afi PROPOSED IN PLAN. "AS BUil T" DESCRIPTION: FD. WELL MONUMENT AT THE CENTER OF BULB CUL-DE-SAC AT THE EAST END OF BAJO CT. 150 FT. EAST OF ESFERA ST. NAME: CLSB-027 STAMP: LS. 3189 LQCA TION: WELL MONUMENT AT THE CENTER OF 40 FT. CURB RADIUS OF BULB CUL-DE-SAC AT THE EAST END OF BAJO CT. 150 FT. EAST OF ESFERA ST. RECORDED: FEBRUARY 8, 2002 PER R.O.S. 17271, FILE NO. 2002-0112862 ELEVATION: 520.64 , DA lUM: N.0V02'3 P.E, __ _ EXP.--~~ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ f-----t---t-----------------i-------------t-----t----t---------1 ~ TRANSPORTATION DEPARTMENT ~ ~==--';E;:L=C~A~M:;:;l~NO~R~E~A~L::;R~O~A::;D~W~ID:;;E~Nl~N:;'.G--'==~ TAMARACK AVE TO CHESTNUT AVE IMPROVEMENT PLANS BUREAU VERITAS 10620 Treena Street Suite 170 San Diego, CA 92131 Tel: (858) 863-2000 www.us.bureauveritas.com DATE INITIAL /. ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PLAN & PROFILE EL CAMINO REAL RD: STA. 519+50 TO 522+50 DWN BY: ---PROJE'.CT NO. CHKD BY: ~~ 3957 RVWD BY: DATE DRAWING NO. 460-6 Ill :::r 11) 11) .... .... .i::,. 0 ..... .... ..... .i::,. O'l 0 I O'l ;'" --- -. ,, ---' ---------------·------------------------- -. -·. ----•----·--------------.------·· --------· =::-----=::::::::::=::===::..__ __ ----==~-=~-==~=-=-=-==-==~'.=:=::~; ---------·--------------:::::-----~--':__,__ 190 -.:..~------·------........; ---·------~---- ----------- / GRAPHIC SCALE FOR STORM DRAIN PLAN AND PROFILES, SEE STORM DRAIN PLANS lHIS SET. SHEET NUMBERS PER SHEET INDEX ON T-4. 20 0 ----20 -. --·-. ------ 40 . CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 ··--_--: ~-.. ----· --------. ·-·-···---... -.. ··-......................... ·-··---·-·------·"'" ... 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'"". ---· ----··---··- _-: __ ~-~-:~::_ ---- ---1--- ,. --·_: __ .::,,.:::.....::-. .:-.:·::.. ------"" ------- ---------- --··--·----....... ----·· - i------ ····-· -i--:. -- -. ----... ··-·· ------ -----··-··--·-.. ·-·· ···- .. --··-·--· _:···.:.r--:.:··::~--:: -·.-.:~---·----------·i---·, -·· ---· -.. ---. ··-·-----r::-· .. ·.--: . .--.:: ---·-, ------·----· -~=.: _: -_: __ ::::·~=~-~::.::= ":::_, ~ -. -.. --.. ···--... -·· :· .... ·-r:. :.:.:::. :. ··:.. .. r:.~.: ........ :::..:~ . .. -. .. .. ----·-----·---··· --· --· --·------· --· ---·--·--- ··---... -·-···· ---· -·-•-. :-.. ~:~~-- ., .... -1-.-:c_c __ lc:-___ ::: __ t_=l_ -:=. ::±=1-=l=:±::cl-::=: .. t.::: .. ::t. -=---=--... :.t ==:i: .... .. ---1-----·•"'--... ----·---------··--- CONS I ALJCTION NOTES G) CONSTRUCT 2" TRMAC/ 4" AC PAVEMENT OVER 18" CLASS 2 AGGREGATE BASE @ 2" TRMAC OVERLAY ON PVMT FABRIC OVER EXISTING PVMT W/ 3/ 4' MIN. COLD PLANE AND AC LEVELING COURSE @ © ® ® (J) ® @ @ @) @ @ @) SAWCUT PAVEMENT 3/4" TO 2 3/4" COLD PLANE W/2" TRMAC OVERLAY ON PVMT FABRIC ON 3/ 4' AC LEVELING COURSE NOT USED ADJUST EXISTING MANHOLE FRAME AND COVER TO,PROPOSED GRADE BY CONTRACTOR NOT USED ELECTRIC POLE TO BE REMOVED & DISPOSED CONSTRUCT TYPED BROW DITCH PER RSD D-75 ADJUST TO GRADE REPLACE VAf.VE CAN BY CONTRACTOR ADJUST TO FINISH GRADE WATER SERVICE INSTALLATION PER CllY OF CARLSBAD STANDARD DRAWING W-4 INSTALL METAf. BEAM GUARD RAIL PER CAf.TRANS STD. PLAN A7712. RELOCATE AND RESET EXISTING WELL MONUMENT OFFSET AND RADIAL TO CENTERLINE IN THE DIRECTION AS SHOWN. NOTE: 1. ITEMS NOT SHOWN FOR REMOVAf., REPLACEMENT, OR ADJUST SHALL BE PROTECTED IN PLACE. NOTE NUMBER --· -·-·-·-........ ······-· ............. --·· -........ -·------··--- ·--'" .. --··--· ·----. ----~ ---·r:..----·:--- .•. r---·--·-· ---··----•-··::-.:: .• ---·-------- .............. ·----... -..... --------·--__ --:_·.--·,:::_--.. ------· .....• -" ---·1:-· ..... UTILITY TABLE OWNER 6 TYPE G C&G MOD TYPE G 8 C&G MOD TYPE G 8 C&G 8 GS-18 CURB 8 GS-18 CURB 6 TYPE G C&G LT RT RT C-11 2. CONTACT KINDER MORGAN AT (714) 560-4940 PRIOR TO Am WORK IN VICINllY OF FUEL LINE. ENGINEER OF WORK BENCH MARK 3. SAWCIJTTING OF EXISTING SIDEWALK SHALL BE PLACED AT EXISTING SIDEWALK JOINT C_LOSEST TO AND OUTSIDE OF PROPOSED IMPROVEMENTS. SIDEWALK, CURB AND GUTTER SHALL BE REPLACED FROM SAWCUT LINE TO PROPOSED IMPROVEMENTS AND AS PROPOSED IN PLAN. DESCRIPTION: FD. WELL MONUMENT AT lHE CENTER OF BULB CUL -DE-SAC AT lHE EAST END OF BAJO CT. 150 FT. EAST OF ESFERA ST. NAME: CLSB-027 STAMP: LS. 3189 LOCA 110N: WELL MONUMENT AT lHE CENTER OF 40 FT. CURB RADIUS OF BULB CUL-DE-SAC AT lHE EAST END OF BAJO CT. 150 FT. EAST OF ESFERA ST. RECORDED: FEBRUARY 8, 2002 PER R.O.S. 17271, FILE NO. 2002-0112862 ELEVATION: 520.6'1. DAl\JM: NGV1}29 ~t-/ 1»0fjj)-4-18-2014 P.E. C-26493 DATE "AS BUILT" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE l----+--+--~----------+---t---t--1-----l ~ cirArsp£rno~%~1~~NtD L2J :==:::::'...'.;:EL~C~A:;::M~I N=:O::::=::;R:;E::;::A;:::L =:R:=:;O~A:;D=;:W;;I D~E;:N:;;:I N=:G;..:::===: TAMARACK AVE TO CHESTNUT AVE IMPROVEMENT PLANS PLAN & PROFILE .EL CAMINO REAL RD: STA. 522+50 TO 525+50 BUREAU APPRCWJ __ G2 ~E~ --, •. _ _ 1/~ VERITAS 10620 Treena Street Suite 170 San Diego, CA 92131 Tel: (858) 863-2000 www.us.bUreauveritas.com CITY ~R PE 41204 EXP. 03-31-15 -DATE t-~~t-:~c--+-----------------t-::-=--tr:-=-c---+---c--~-+-----t • D\Y~, BY: · DATE INITIAL DATE INITIAL -DATE INITIAL, CHKD "BY: __ _,,___._ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: • PROJO:CT;~P- 3957' DRAWING NO. 460-6 \!. .. ····--····--· . --·-·· --··· .. -···-· ----· --.. FOR STORM DRAIN PLAN AND PROFlLES, SEE STORM DRAIN PLANS THIS SET. SHEET NUMBERS PER SHEET INDEX ON T-4. I PLAN SCALE: 1 "=?0' ' 20 ----- GRAPHIC SCALE 0 20 40 BUREAU VERITAS -·· .·ic·· --..... -••f-•-- --··· -·------.. ---~ ... CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 --· . ' i-----·--.:: ... :. ---·-·f-+--i -··-·-..... --., ____ .. .., .... ---. _ ..... ---.. --• .. -. ·--· --·----··----•;--• ·+· .... ·I ...• .. . ---... ----:...~:::: .::::-... --.. i:· .. --· ·-.. ·----·--··- -------1-- .. -·--_. ·-· ·-·-· . -. ,:,::.::::-::: --·-· ..... ··-·· . -··-· . -·· -· -·-·-... --. - -·-1, . _:.:;_ :::, ___ ---··-" -- r--·--:-:: -· . ~- ···-·-·--· ·--.. --··-----------··-··---··--·- . _.; ___ _ ----... --. . -·· -. -· . . . --· ---.. - ------.. ---. ----.::~ 7· ::---_· __ ,.-. .... -····· -=+"+'--' --":: -=~ -:: ,_:~ '"· •: ~ = ::: ···--------····--------·-·--:·:_,:·· .. -.--:·:·.-.-.-~ .. .-.::.:1:_~-::·::.:-:··~ ---·· --.-- ·--•f. --.. .. -__ ,,_ ---·-····"' -. -----·· ---··-··· I-· .. ·------- ·····-. -~--- -. :::::: ""'-·:: '' . ---··-···--· . -·-····--······-· ······-· ·-· -----------···----- -... :·.:-... --------~-==·-::.:=. _----_._::: .. : :~:.::·:-:._::~~ .. :.:·::. ___ . .:..=.:-··r· - ---· -·-···-·-... _::·-: :·1---·-: .--•-.. ----·· ~ --· ---. -... . " . . . .. ---· ___ -=-·I-·:---: • --·---· -.-.. --1-----. -, .... . -· ... . --. .......... ·---· . .. --.. -· ..... "-··· :~-_---(:.._ . ". ------.. ----· - - --·· ·-........ --···· -... ------------., .. _ --· ' ....... -.•. C.':::"":::. ··---~--' -"·· -· .. -· ., .. '" .. , --·-· •.. .. , .. _1---- -~- .. -···-..... ·-· ----: ... ~ >-...... -- ,. .. -::-,::_:--::- -~·-·--··· ·--·-· ..... ......... ···-·-·-·. ---· ----·-·-· . ·-. ·--·-··---------·-· -·-1---+--t---·-----·- : .. -.:-:.:, ····-~ CONS I RUCTION NOTES G) CONSTRUCT 2" TRMAC/ 4" AC PAVEMENT OVER 18" CLASS 2 AGGREGATE BASE ® @ 0 ® ® 0 ® ® ® @ @ 2" TRMAC OVERLAY ON PVMT FABRIC OVER EXISTING PVMT W/ 3/4" MIN. COLD PLANE AND AC LEVELING COURSE SAWCUT PAVEMENT 3/4" TO 2 3/4" COLD PLANE W/2" TRMAC OVERLAY ON PVMT FABRIC ON 3/ 4" AC LEVELING COURSE NOT USED ADJUST EXISTING MANHOLE FRAME AND COVER TO PROPOSED GRADE BY CONTRACTOR NOT USED ELECTRIC POLE TO BE REMOVED & DISPOSED NOT USED CONSTRUCT lYPE "D" BROW DITCH PER SDRSD D-75 ADJUST TO GRADE EXISTING STORM DRAIN TO BE LINED PER SPECIFICATIONS @ ADJUST EXISTING MANHOLE FRAME AND COVER TO PROPOSED GRADE BY AT&T @7 INSTALL METAL BEAM GUARD RAL PER CALTRANS STD. PLAN A77l2. NOTE: 1. ITEMS NOT SHOWN FOR REMOVAL, REPLACEMENT, OR ADJUST SHALL BE PROTECTED IN PLACE. 2. CONTACT KINDER MORGAN AT (714) 560-4940 PRIOR TO ANY WORK IN VICINllY · OF FUEL LINE. BENCH MARK 3. SAWCUTTING OF EXISTING SIDEWALK SHALL BE PLACED AT EXISTING SIDEWALK JOINT CLOSEST TO AND OUTSIDE OF PROPOSED IMPROVEMENTS. SIDEWALK, CURB AND GUTTER SHALL BE REPLACED FROM SAWCUT LINE TO PROPOSED IMPROVEMENTS AND AS PROPOSED IN PLAN. DESCRIPTION: FD. WELL MONUMENT AT THE CENTER OF BULB CUL-DE-SAC AT THE EAST END OF BAJO CT. 150 FT. EAST OF ESFERA ST. NAME: CLSB-027 STAMP: LS. 3189 LOCATION: WELL MONUMENT AT THE CENTER OF 40 FT. CURB RADIUS OF BULB CUL-DE-SAC AT THE EAST END OF BAJO CT. 150 FT. EAST OF ESFERA ST. RECORDED: FEBRUARY 8, 2002 PER R.O.S. 17271, FlLE NO. 2002-0112862 ELEVATION: 520.64 DA TUM: NGVQ 29 3 4 5 6 7 CENTERLINE DATA ·'t ~~Effl~"",•"'~1F,~m1~,;,~-------1 MOD lYPE G 8 8 GS-18 CURB 8 GS-18 CURB 8 GS-18 CURB 6 lYPE G C&G C&G UTILllY TABLE C-12 ENGINEER OF WORK ~t/ifltJ~. P.E. C-26493 . 4-18-2014 DATE "AS BUil T" P.E. ___ EXP. --~-DATE REVIEWED BY: INSPECTOR DATE f----+---+-------------+----1---1--f----l ~ c~rArSP£ET10~%l;~~M~NfD ~ :==:::::'...'.;;EL==;C:=;A:;::M;;:;I N:;:;O;::::::;R=:;E:;::A:=L :::;R:=;O~A::;D=;:;:W;:::::I D;;E;;N;:1 N:;:;G;.::::===: TAMARACK AVE TO CHESTNUT-AVE IMPROVEMENT PLANS PLAN & PROFILE EL CAMINO REAL RD: STA, 525+50 TO 529+00 10620 Treena Street Suite 170 I :-:AP=--P..,ROY""9~.,.GG.,_L.L~'-'--_,,,?4=·N-~ .... ES--'~"--"'I _,,·S..'.~,:'-'-__ .· =--□-ATE 1-1~/(lf ,~i CITY ~ PE 41204 EXP. 03-31-15 .I San Diego, CA 92131 DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: ---PROJECT NO. I DRAWING N 1 0. Tel: (858) 863-2000 REVISION DESCRIPTION CHKD BY: ---3957 460-6 ·'L----------------------------------------------+--------------------------------------------------------www=:·:u:s.:bu:r:•a:u:v:•r:it:as:.c:o:m:... ___ J;E;N~Gl;NE;E~R;;O~F~W~OR~K~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;d~O~T~H~ER~A~PP~R~O~VA~L;d~C~IT~Y~AP~P~R~O~VA~Ld~R~V~W~D~B~Y;:;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;i~d.J ,, 1' ' ,, " i ' ' " --------------: ·CONS I AUCTION ·NOTES G) CONSTRUCT 2" .TRt,!AC/4" AC PAVEMENT OVER 18" CLASS 2 AGGREGATE BASE @ © ® ® 0 ® ® ® @ @ @ @ @ ' - 2" TRMAC OVERLAY ON PVMT FABRIC OVER EXisTING l'VMT W/ 3/ 4" MIN. COLD PLANE AND AC LEVELING COURSE SAWCUT PAVEMENT 3/4" TO 2 3/4" COLD PLANE W/2" TRMAC OVERLAY ON PVMT FABRIC ON 3/ 4" AC LEVE.LING COURSE CONSTRUCT DRIVEWAY PER SDRSD G-14A ADJUST EXISTING MANHOLE FRAME AND COVER TO PROPOSED GRADE BY CONTRACTOR REPLACE VAf.VE CAN BY SDG&E ELECTRIC POLE TO BE RELOCATED BY SDG&E NOT USED RtMOVE AND DISPOSE EXISTING STORM GRATED , INLET AND JUNCTION BOX. NOT USED AfiJOST EXISTING MANHOLE FRAME AND COVER TO PROPOSED GRADE BY AT&T NOT USED NOT USED NOT USED NOT_E: __ 1. ITEMS . NOT SH.OWN FOR. REMOVAf., REPLACEMENT, OR ADJUST SHALL BE PROTECTED IN PLACE. 2. tONTACT KINDER MORGAN .AT (714) 560-4940 PRIOR TO Aff'( WORK IN VICINITY OF FUEL LINE. 3. SAV(CUmNG -OF ,EXISTING SIDEWALK SHALL BE PLACED AT EXISTING SIDEWALK JOINT CLOSEST TO ,AND OUTSIDE OF PROPOSED IMPROVEMENTS. SIP!:WALK, CURB AND GUTTER SHALL BE 'REPLACED ,FROM SAWCUT LINE TO PROPOSED IMPROVEMENTS AND AS PROPOSED IN PLAN. -~-·-1----. . ,.,. ..... ··-·· - \ SCALE: 1 "=20' . ,, <O CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 ·----~----··· --------·----- --------· .. , .. .. _______ _, .... ·-···· ----·-., __ _ ··-••'-•··-·--··. ---··-···--··--·---------F--- ··---------· ·-··· ..... , . ··--. ·-' . --------.. -·--. ----= ... _. __ ~-----:: .. _-:: '"'~·-·-:, ___ ·-:::: '." ------·· --- ·-·· ---I--··-----. --·-· -•• ----.... ····-· ----- ----·· -··· .•. --------r--------------. -- -------• ·-· --·-------.... ""'"'" _,, .... --... ---. ---····· --·--- • r""• -------------··· --·-· -----~ -. ~·-····· -· . -I--•. ... ----:.:.:.::: "" _-:_--:: :~:._.,,. ----· -.-~-~~ ·-::.:::::: ;:_ :: ··:: --· --'••·····. .. ..: :·:.":: __ ·:·: :::.".".:: .:···-.:_ ·----_ _: ... ::·. _, I-... • ... -----. -. ....•. -----. - ... . .. ------. . .... '""" . -····-· --------··-----------. -. --· ---. --. --. -- -----· -----------. -.. -.. . -, ... ·. , .... ::·:-· -···-------··:· -... ···. --·-· . ~-··~-~--···----· ---------. -·-··----. . ..... . .. ----__ ., ··-"""" -·-·-. _., -·--·-....... ____ ,. ---- ... ---· --· ·-----·--------·---" -· -......... -·-.... -·--. -..... __ ,. ___ , ·-·· ..... ··--··· -..... ------I-· -... . .... -··---·;:.~: ----------·-: ·-:::; ..... --.. .. ,· ' I I I / /~ ---~- ·-----··-... --- PROVIDE 8' OF SECURED CHECKER PLATE OVER AC SPILLWAY \ -- ~--· --------'. ------' PROVIDE "F''-T·YR[._ ..___ __ _, OPENING IN BACK OP---.::,,~---- B/1--INtE-l FOR Ae---· --...-.._.._ JPILLWA Y DR~INAGE ---.....__ DETAIL -AC SPILLWAY SCALE: 1"=10' . 1 1 l--f 7:t~ ----- GRAPHIC SCALE f 20 0 20 40 ' -- PROVIDE 6': AC BERM AT EXISTING EDGE OF PAVEMENT AND ENSURE DRAINAGE FLOWS TOWARD AC SPILLWAY ----- ---- .. , .... --....... ----t· -----··----. "' -.. ---~---__ ,._ 0 NO. 1 □ 1 2 3 4 5 6 7 BENCH MARK CENTERLINE DATA UTILllY TABLE LT LT T RT DESCRIPTION: FD. WELL MONUMENT AT THE CENTER OF BULB CUL-DE-SAC ~AM~E it~~-E0~ OF BAi~A~i, 15El\1~~~ OF ESFERA sT. LOCATION: WELL MONUMENT AT THE CENTER OF 40 FT. CURB RADIUS OF BULB CUL-DE-SAC AT THE EAST END OF BAJO CT. 150 FT. EAST OF ESFERA ST. . RECORDED: FEBRUARY 8, 2002 PER R.O.S. 17271, FILE NO. 2002-0112862 ELEVATION: 520,G4. DAlUM: NGVQ?.!3 C-13 1 ENGINEER OF WORK ~t ;( l»rtJ[Jj;;-_ 4-18-2014 P.E. C-26493 DATE "AS BUil T" P.E, __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE .~ ~ CITY OF CARLSBAD ~ J----t--+----------------t---+--f---+---1 ~ TRANSPORTATION DEPARTMENT ~ BUREAU VERITAS 10620 Treena Street Suite 1,70 San Diego, CA 92131 Tel: (858) 863-2000 www.us.bureauveritas.com OATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL ~=::::'....':E;:L==;C==A:;::M==I N'::;O;::::;R::;EA==L==::R:::,:O:::,:A::;D=::W~I D::;E=:N:=I N:::,:G"==~ TAMARACK AVE TO CHESTNUT AVE . IMPROVEMENT PLANS, PLAN & PROFILE EL CAMINO REAL RD: 529+00 TO 532+00 DWN BY: ---1 PROJECT NO. I DRAWING NO. CHKD BY: ---, 3957 460-6 RVWD BY: . --~--'-~ ' ,, r \ i l' .1 ,, J --. . --.. --··------·----_··.::.:::·....._. __ ··· -__ ·.:::r=:----· · .. ----·· ----------•--·r•·--·-------. ---. ------- -·-· -------- :, .. ,. ------•·· '"' -----. --------------- --·-·· . ~ '.: -_:~:t =--. - -- .,_ --. _,,: .. 1. :.:: ... : ... :·· -·· \ 533+00 534+00 . -· e> I RELOCATE EXISTING AIR VAC SLOPE AND DRAINAGE EASEMENT c·· \ ... .. -__ -:..; " --' . -· . -·---.. " . :i:::: .. ·: --c .• -------•· ----. --....... , ·--·--·· ------,-. ------.. . .. . -"' -""· ---.. ... ------------------· --· - COP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 . --· ··-·-·-.,,, __ ,_ -- -----·-· ·-··-. ----·---. --·· . ---· -·-·-··-·-··--·-... , ---· .... --······-· ···-·-··-~·-···---··· ----· --···-·· --~ -~-.:-~..; -----· -----· +-· ·-.... : ~: -::: .. .. --·-····•· -----r------ . -----. -. ... -__ .,__ --- ----.... ' ---•· •-·''"•· ··•--·--_,. __ . ---------·--·: : ::.:·:.-:>-.. -. +.-. -t __ .. · ... ::.:,: ..... ,._. - ~-... . ·--....... --....... . .... . -· ·-. ~---· _;:.::-..:..: ------r------- -·· . ---·---------------"" -··-.. . -----·----------· ----·-·· -----, . . ··------· -·-···-······--:;.-: ----. -.. ··-·· . -.. ----.----::::: : ----------·---_ ~-~:.:... :·... ___ : . ,. - ---. ------ ·--. -·-.. -· --------· -----.. ------- . ·-··-...... '-··..: ---,-+--1--+--t--·"--_:--·-·-·- .. -· · .. " , ..... · ......... -----I, , -.. · ---I• · .... · · -· -- ---·--·-. ·-····· -· 1--·+· _·--·-"··c-··_--··+· .... :~~: =~--='=::-~ :.:.~~-:. =-~---= ::-:-:.:· .. ·--:-·.-·-: ~-~:-: ~-:·: ... --.... ....... --·· --·-----·-·-·-........................ -· ....... ·----. -.... . .. c· .-··-···:·-·--·-·..:: -··---:-.. -: ::.:::-· .. ..::.: ..:.:..·. ~..::~'. f-.'.:"-. '. .. -:·; -----· ----.... t---·----·. ---------r--- ---· ---·. ·:-· --··.:.....:..· ·-•·-·---_, __ :.;_; -... : ... -~ .. ::::~-~ ~·-_:::: ~·--~ ... ,::: -......... ------·--------.. -----·--·-..... ----·---... -··· ....... -, ......... ··------· -· --..... --. ---· ----------. . ------.... . . -· . ---~---·-·-. ., ---------------..... ----· .. ··· .. ·· ........ __________ , ........... --· --- -· --- --·:-..::---=-~--· ?·-:..:--: -~----··:.:: .. :::·-~ ___ -.. :--:~ . .-:-j::::---· .:~·.::: _:·.~: ~--·-· ·-.. ., _____ --· -----.... --. ·-·-··-" -----. -~~: -----:..,_.," ··:..:· -.. ·-;_" ... :. ... :-.. -: .... --:::: .:.:.-:..·· ··::...:__; II 11 ------_.,;:-~ --- ·--.'."::..:1-··----- BENCH MARK . --· ----.---· ---· --~---" --··r-+---+--+-·· -· ···--------- CONS I AUCTION NOTES G) ® @ © ® ® 0 ® ® @ ® @ @ @ @ CONSTRUCT 2" TRMAC/4" AC PAVEMENT OVER 18" CLASS 2 AGGREGATE BASE 2" TRMAC OVERLAY ON PVMT FABRIC OVER EXISTING PVMT W/ 3/ 4" MIN. COLD PLANE AND AC LEVELING COURSE SAWCUT PAVEMENT NOT USED NOT USED NOT USED NOT USED ELECTRIC POLE TO BE REMOVED & DISPOSED NOT USED NOT USED ADJUST TO GRADE NOT USED NOT USED REPLACE VALVE CAN BY CONTRACTOR ADJUST TO FINISH GRADE -WATER SERVICE INSTALLATION PER CITY OF CARLSBAD STANDARD DRAWING W-3 @) REMOVE POLE BY CONTRACTOR NOTE: 1. ITEMS NOT SHOWN FOR REMOVAL, REPLACEMENT, OR ADJUST SHALL BE PROTECTED IN PLACE. 2. CONTACT KINDER MORGAN AT (714) 560-4940 PRIOR TO AfN WORK IN VICINltY OF FUEL LINE. 3. SAWClITTING OF EXISTING SIDEWALK SHALL BE PLACED AT EXISTING SIDEWALK JOINT CLOSEST TO AND OUTSIDE OF PROPOSED IMPROVEMENTS. SIDEWALK, CURB AND GUTTER SHALL BE REPLACED FROM SAWCUT LINE TO PROPOSED IMPROVEMENTS AND AS PROPOSED IN PLAN. DESCRIPTION: FD. WELL MONUMENT AT THE CENTER OF BULB CUL-DE-SAC AT THE EAST END OF BAJO CT. 150 FT. EAST OF ESFERA ST. NAME: CLSB-027 STAMP: LS. 3189 LOCATION: WELL MONUMENT AT THE CENTER OF 40 FT. CURB RADIUS OF BULB CUL-DE-SAC AT THE EAST END OF BAJO CT. 150 FT . EAST OF ESFERA ST. • RECORDED: FEBRUARY 8, 2002 PER R.O.S. 17271, FILE NO. 2002-0112862 ELEVATION: 520.64 . DAlUM: NBVll29 ---------·--. .. -. ... ...... . .. •-............. -.-•• •· -•• :::_:.:;::~ ;~::~:· ·:~--·:.:.'.".:: ·;-~ ·-I~_; .. ·: ··-··-....... -----. 0 2 3 4 5 6 7 8 -----------------.......... ·----.. . UTILllY TABLE NOTE NUMBER ..... Jee -·3;;;; lYPE G C&G lYPE G C&G GS-18 CURB GS-18 CURB GS-18 CURB GS-18 CURB lYPE G C&G lYPE G &G C-14 ENGINEER OF WORK ~t 1 f»rt;U::} 4-18-2014 P.E. C-26493 DATE "AS BUil T" P.E. __ _ EXP,--~~ DATE REVIEWED BY: INSPECTOR DATE ::::i=~ vALVES ASSEMBLY & /DEDICATED TO CllY OF CARLSBAD PER-290 .'---- 6' i ----~'":k APPRITENANCES PER CMWD sro/ / DOC. 2013-0561390 " -1 fl----:::;l-"DWG NO. W-7 0 60' RT. //C'D 09-11-2013 -/ a 0,17;1 -..____.. LO W ------ct ':i:t::1 1 m Cl ----- ~ CITY OF CARLSBAD ~ r-----r------t-----------------r----t---+----t---1~ TRANSPORTATION DEPARTMENT ~ ;==::::'...';E;;:L~C A:;:;M:;:;l:;N;:O::::;R::;E;:;A:;::L::::;R;:::;0::::;A::;D=;:W;;I 0:;E~N ~I N~G-==~ --___ _ :2 ~iji,w _.--"'/;J~ "· .,,'------------~ )( / ,\\":-:.,,.:,.:l!JW --· '+~"' I ~ ~ <:::>::1~~!!!!'!!!!!,...,.,L..:::: /~ ~:.\~~ , ~.~~~~t~it~~~\ f ,\'~" f;l ~ t ' ',.__,' @ \ 7 "~~ \. ' Cl\ \ \ • ' ~\\.\\<.%\\\;~·" "' 1/) a.. I \ '--.-' ~;;;.\«:-,._,;8~,\~~'~-.: 'ARt..1:f1 P-.7~ , ', f')Q\\\\'(~~\',\ '\\'\~.)~''\,<• . ,·~ " . "---~~-:::-.,..,..,-,-,=--:;;r=:-=:--::-±±=,:--,-'"-==--i ~~-,~,,, •'',·m'\l <~«0•. · .· ,:,;,.,_~.;· .. •" /,,;;,~~,.,:'-\'/,'' · ,. ~,, .. , .. // . FOR .ORM. DRAIN -PLAN AND PROFILES, SE[ ;STORM DRAIN PLANS THIS SET. SHEET NUMBERS PER SHEET INDEX ON T-4. I PLAN GRAPHIC SCALE 20 0 20 SCALE: 1 "=20' 40 VERITAS 10620 Treena Street Suite 170 San Diego, CA 92131 Tel: (858) 863-2000 www.us.bureauveritas.com 1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL TAMARACK AVE TO CHESTNUT AVE 1MPROVEMENT PLANS PLAN & PROFILE EL CAMINO REAL RD: 532+00 TO 535+00 _AP-PR~O .... ~V~GG~ILE_F-'Y~-~2~~~E-;3_,_'{-xJH.t~· ~· ·~· ._· ·~·~ _tf/g/,;/' .. CITY E~ PE 41204 EXP:ro:£.:15 DATE DWN BY: ___ PROJECT NO. CHKD BY: ___ 3957 RVWD BY: ·-· ·,·-·- DRAWING NO. 460-6 .I ,. 20 GRAPHIC SCALE 0 .,~~··· .-•.• , ., •• -.,·, ',(~·,. ' J ~ .... ,., •• ·• .. -;,-.:"",······ L 1····t ;---,, .. , ·., -~~--,--, .... ,·~,, .... -;~AAOING·-;~~-~~.;~~~ -=---~,C: .. -3-> ~=--:= .----..-~----------·-----_::::_ ____ -""'c ,, -------- _ .. _. _ SHEET C-18 -' .......... Cf-, .... __ --::'.:\\ 11--·-----· ---·---, ----. --~_· __ -r--. ------------·-~-+-f"--1 ·r::,-.. ·-------.. ---' -+'-~--~ ' --•a----·---------·-; ~---•------r~· ""• 1 ~ -· • ~ ..... 1 ~=c-='~=="--lc ----~---\ '--'.,,_---s.,----· I -· -----14---J--l--1c--.~ ---290 -·-= ____ I·--- .\-· .. ---\--t~-~-·~-( --·-::,. " ---TO CITY OF CARLSBAD PER ---.-----= ~· . J ~ ------SLOPE EASEMENT DEDICATED . ·----) v , __ ?9~.- llliiiiiii.;;;iii;,;;""'--~ DOC NO. 2013-0451271 \ -•• , \ --._ -----....._ __ REC. JULY 19, 2p13 , ""' PLA 40 SCALE: 1 "=20' CONS I RUCTION NOTES G) ® @ © ® ® 0 ® ® ® @ @ @ @ @ @ NOTE: CONSTRUCT 2" TRMAC/ 4 • AC PAVEMENT OVER 18" CRUSHED AGGREGATE BASE 2• TRMAC OVERLAY ON PVMT FABRIC OVER EXISTING PVMT W/ 3/4" MIN. COLD PLANE AND AC LEVELING COURSE SAWCUT PAVEMENT NOT USED NOT USED NOT USED REPLACE VAf..VE CAN BY SDG&E ELECTRIC POLE TO BE REMOVED & DISPOSED NOT USED EXISTING BUS STOP FACILITIES TO BE RECONSTRUCTED IN PLACE BY CONTRACTOR SEE BUS STOP DETAIL SHEET C-16 ADJUST TO GRADE NOT USED ADJUST EXISTING MANHOLE FRAME AND COVER TO PROPOSED GRADE BY AT&T NOT USED NOT USED NOT USED 1. ITEMS NOT SHOWN FOR REMOVAL, REPLACEMENT, OR ADJUST SHALL BE PROTECTED IN PLACE. 2. CONTACT KINDER MORGAN AT (714) 560-4940 PRIOR TO AffY WORK IN VICINrlY OF FUEL LINE. 3. SAWCUlTING OF EXISTING SIDEWALK SHALL BE PLA~ED AT EXISTING SIDEWALK JOINT CLOSEST TO AND OUTSIDE OF PROPOSED IMPROVEMENTS. SIDEWAf..K, CURB AND GUTTER £HALL BE REPLACED FROM SAWCUT LINE TO PROPOSED IMPROVEMENTS AND AS PROPOSED IN PLAN. --------!---- CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 . _,, .. -.. , ,.,. . "-....... . .. ·--+' ··~ ---· --.... :: ::--·---~-_· ·:· : --::-.:~---~-:.-.-., · .•••• 1-..... ·-·-·--• ·--------·: .:::. -_·-.:·.---~-::L:::.: ... -----'----··--- _, ------. ·-----· -··· ... ---------· "'---~:-~ -~---. ·-··::: ~-------~-----· -" -. ·-: .... : :: .. .:·· ·:~·.: _,:_-_:·. '"'.,:--:~!--:· ::__ ·.: :·.--: -. I---------- ··-I-- -·------------- ... ~~ .~ .. . ~ --· -·· ------· -~----·-· ---·-· -·"·------· .. -- M -••--••I-• -----,--, ------. --·• -· -·· - -----··--------;:-::-__ -+-+"=l-.-·-"·-"-' __ ,. __ ..,,·.~ .. ~ ., ....... _-. ~,_· •. .:-_ -. E::E . . ~ _-:__ ~~:-~: ::~---~-::::_:=1-------: ::· -: -_ -- - - - --~ -. ---· ---·-... --·-:::: ::::::_ .. :::.:::. :._· __ --.. ::-.... ,.-: .. :::. .:· __ : _ __:-;-:f-----· . ---·--· ----------- .. ··-· -------·· ---- ... :..-.:.: ::-:.::: ---:_ .. :-.. -. -· ---·-·-• •••• 1--... -----1----·------·--.,. ·---··-· ---l-•··: .• -•· . -... :: .. :: ; ;:., -. --::.1... ... -·-~- . :;_r~--:, __ --· ,, _____ -·-···· ......... ····-·--.. ~ ... . ... ""T-•· .c --•= = ... ---c : ..•• =·-c .. ,=., ... .. ----------------· ·--~ -;-__ ·: -1---··-·--:-:1=·-_ ---· -----· ....... .. --. --·--- ----· -· ·-------- " ------·-... ·-· '-------·---·-·------·---:: ... -··r:.--=-.... -· ----·---·· ---' --··--:_~--_;:;:_ _:.: . .::·--,-,., ... --. -. ' ------'" --··--...... --·· -· ----- UTILITY TABLE NOTE NUMBER BENCH MARK STATION & OFFSET 536+57.66 35.9 LT 536+63.38 43.8 LT 536+65.32 43.8 LT 536+67.25 43.9 LT 536+79.95 37.3 LT 535+98.89 56.5 RT 536+06.13 56. RT 536+7 .16 43.2 LT 1--------· 0 NO. 2 2 3 4 5 6 7 8 9 0 11 12 13 -· -·--- DESCRIPTION: FD. WELL MONUMENT AT THE CENTER OF BULB CUL-DE-SAC AT THE EAST END OF BAJO CT. 150 FT. EAST OF ESFERA ST. NAME: CLSB-027 STAMP: LS. 3189 LOCATION: WELL MONUMENT AT THE CENTER OF 40 FT. CURB RADIUS OF BULB CUL-DE-SAC AT THE EAST END OF BAJO CT. 150 FT. EAST OF ESFERA ST. . RECORDED: FEBRUARY 8, 2002 PER R.0,S, 17271, FILE NO. 2002-0112862 ELEVATION: 520.64 DATUM: N6.V029 C 26493 1·-.... ~--.. ------·· :"'""--· ., .:·-· =~----·--·• -'!===1 --..... " -__ · _----·- ------· -------·-.. -·---------·----·---·--. -·····---------··--' ---··-·-. ···--·--···-----' ... -·--·---· ...... --·---' . -____ ,---___ . ····-·-·-·----.. -·--··-···-· ------.... " -t:::::_. _:_ .. :J_c ... "" ... _ct_ :--.. _, __ ::! ___ .:_ ... -.. --. ---... __ ,,_,_ . ----- CENTERLINE DATA .- C-15 ENGINEER OF WORK ~t 1--lJ;r&~ 4-18-2014 P.E. C-26493 DATE "AS BUil T" EXP.---~ DATE REVIEWED BY: INSPECTDR DATE t---+---+-----'-------------1----1---1-___je----l ~ C\JA!sP£ET10~%~1~M~NtD ~ ;===":;:EL;==:::C;=A:;::M~I N=:::O~R;:;E==A=L :::;R;:;O;=A:::;D::::;=W;;I D;;E;:::N:=I N=:G:.':::::==; TAMARACK AVE TO CHESTNUT AVE IMPROVEMENT PLANS BUREAU VERITAS 10620 Treena Street Suite 170 San Diego, CA 92131 Tel: (858) 863·2000 www.us.bureauveritas.com ,( DATE INITIAL ENGINEER OF WORK DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL PLAN & PROFILE EL CAMINO REAL RD: STA. 535+00 TO 538+00 _AP_P~R~'ctl. VP. ~ .. C.LGL-<~+o~--~v.f'~"l'.'7, E"--S4~,... ~"'. ·~ .. ---"-'·-4/_!o/i,f,,. CITY ENGINEER PE 41204 EXP'. '03-31-15 DATE ->(;JV,·; DWN BY: ~--PROJECT NO. CHKD BY:-~-RVWD BY: 3957 DRAWING NO. 460-6 I i ' ;i' ~~-- " ,. -----•-----.. ·--.-::F_::~·-::-. 1::·~~-_·.:.: ::':.'.< .... ~--~- .--:.. __ ::: .. -_.:. ... : .. ___ "-=~.L::.:::.: ·:-:::.. _____ .,.===-, ·------... ,. -------------· I---··· -·--- -:-..... . . -. ·:, .:' .... , ...... . ... ' .::. -:.-: :_-.:i:::~:: 1--:~---1.-_,:_:_·:-=~:··_·_:_--· ---- :: .... ······, .. ,·.+ .. r: .. I+"' ...... 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LT ,., ~ 538+27.40 56.4 LT 'c.L 538+58.59 57.1 LT ~ 538+86.71 57.4 RT 538+ 18.85 18.8 LT 538+70.76 54.8. RT 538+77.72 54.7 RT . 538+ 79.84 47.3" RT 538+84.14 43. 1' RT 538+86.93 4 7 .3 RT 538+30.38 44.2· RT 539+34.34 47.3 RT 539+38.61 43.8. RT 539+41.18 43.9 RT ~ -,h9 41 "' ---------@ © ® ® (f) ® SAWCUT PAVEMENT 3/4" TO 2 3/4" COLO PLANE W/2" TRMAC OVERLAY ON PVMT FABRIC ON 3/4" AC LEVELING COURSE NOT USED NOT USED REPLACE V>J..VE CAN BY SDG&E ELECTRIC POLE TO BE REMOVED & DISPOSED, RELOCATION OF CELL TOWER TO BE COORDINATED WITH SDGE & CROWN CASTLE EXISTING BUS STOP FACILITIES TO BE SALVAGED AND RECONSTRUCTED BY CONTRACTOR SEE BUS STOP DETAIL THIS SHEET. ADJUST TO GRADE □ 1 2 3 4 5 6 7 537+93.91-61.5' LT ts 279.24 537+93.91-64.5' LT FS 279.27 538+ 10.83-64.5' LT FS 279.90 @ @ @ @ NOT USED ADJUST EXISTING MANHOLE FRAME AND COVER TO PROPOSED GRADE BY AT&T NOT USED . • R:JC-1. .. -. . flJEb- I REPLACE V>J..VE CAN BY CONTRACTOR @ @) ADJUST TO FINISH GRADE NOTE: , ' 1 . ITEMS NOT SHOWN FOR REMOV>J.., REPLACEMENT, OR ADJUST SHALL BE PROTECTED IN PLACE. C-16 ENGINEER OF WORK 16" CURB & GUTTER I 2. CONTACT KINDER MORGAN AT (714) 560-4940 PRIOR TO ANY WORK IN VICINITY OF FUEL LINE. 3. SAWCLITTING OF EXISTING SIDEWALK SHALL BE PLACED AT EXISTING SIDEWALK JOINT CLOSEST TO AND OUTSIDE OF PROPOSED IMPROVEMENTS. SIDEWALK, CURB AND GUTTER SHALL BE REPLACED FROM SAWCUT LINE TO PROPOSED IMPROVEMENTS AND f,,S PROPOSED IN PLAN. ~t11PtJ~ . 4-18-2014 BUS ·STOP DETAIL NOT TO SCALE BENCH MARK DESCRIPTION: FD. ,WELL MONUMENT AT THE CENTER OF BULB CUL-DE-SAC AT ,THE EAST END OF BAJO CT, 150 FT. EAST OF ESFERA ST. ~i NAME: CLSB-0.27 ST~P: . LS. 3189 LOCATION: WELL MONUMENT AT THE CENTER OF 40 FT. CURB RADIUS OF BULB CUL-DE-SAC AT THE EAST END OF BAJO CT. 150 FT. ~ : EAST OF ESFERA ST. . ,RECORDED: FEBRUARY 8, 2002 PER R.O.S. 17271, FILE NO. 2002-0112862 ELEVATION: 520.64 . DATUM: NGV029 GRAPHIC SCALE 20 0 20 40 ·; \ I I i I I I' i' I --, t---'·1 BUREAU VERITAS P.E. C-26493 DATE "AS BUil T" C 26493 . ·----·----P.E, __ _ EXP.--~~ DATE -------REVIEWED BY: INSPECTOR DATE fSHml CITY OF CARLSBAD ~ ~---l----+----------------t-----1---t----t---t ~ TRANSPORTATION DEPARTMENT ~ ~=::::!._l;E;::L~C~AM~l~N~O=;R~E;';A':;°L=;R;;=O~A~D~W~ID~E'c;N:;:,:IN;;G=== TAMARACK AVE TO CHESTNUT AVE IMPROVEMENT PLANS PLAN & PROFILE . EL CAMINO REAL RD: STA. 538+00 TO 541+15 APPR~G~ w..e:.Es~ #,...!MA4 CITY ~mEER PE 41204 EXP. 03-31-15 DATE ,.. ,~ f----+----f--z,c------.......,-------i--,-,--t--,;:"====~===~========~~==========-~ 10620 Treena Street Suite 170 DWN BY: ___ PROJECT NO. DRAWING NO. San Diego, CA 92131 OATE INITIAL DATE INITIAL DATE INfTIAL HKD BY PLAN Tef: (555) 863-2000 REVISION DESCRIPTION C : --3957 460-6 l--~==============~--------------------------------------------;_ ________ _,:~£~~::...--------------~-----~:::·~s~b::s::uv:e:rit:as:.c:o:m~---~E~N~G~IN~EE~R~O~F~WO~R;Kb;;;;;;;;;;;;;;;;~;;,~;;;~;~;;;;;;;;;;;;;;;d~OT~H~ER~A~PP~R~O~VA~Ld~Cf~TY~A~PP~R~O~VA~L;!~R~V~W~D~B~Y~:::;;;;;~:;:;:;:;:;:;:;:;:;~:;:;:;:;~d.J SCALE: 1 "=20' ,, ------ I I ( V, C, l :e ~ C) N O,s:- 0 en .... 0 -.J I ...,. en 0 1 2 3 □ 1 2 3 4 5 6 -CENTERLINE DATA ~~ ,. N ,4•~ ------CENTERLINE 6 TYPE G C&G 6 TYPE G C&G 6 TYPE G C&G 6 TYPE G C&G UTILllY TABLE BENCH MARK LOCATION: RECORDED: ELEVATION: C FOR STORM DRAIN PLAN AND PROFILES, SEE STORM DRAIN PLANS THIS SET. SHEET NUMBERS PER SHEET INDEX ON T-1. NOTE: 1, rrEMS NOT SHOWN FOR REMOVAL, REPLACEMENT, OR ADJUST SHALL BE PROTECTED IN PLACE. 2. CONTACT KINDER MORGAN .AT (714) 560-4940 PRIOR TO ANY WORK IN VICINITY OF FUEL LINE. 3. SAWCUTTNG OF EXISTING SIDEWALK SHALL BE PLACED AT EXISTING SIDEWALK JOINT CLOSEST TO AND OUTSIDE OF PROPOSED IMPROVEMENTS. . SIDEWALK, CURB AND GUTTER SHALL BE REPLACED FROM SAWCUT LINE TO PROPOSED IMPROVEMENTS AND AS PROPOSED IN PLAN. ) PLAN SCALE: 1 "=20' GRAPHIC SCALE 20 0 20 40 BUREAU VERITAS 10620 Treena Street Suite 170 San Diego, CA 92131 Tel: (858) 863-2000 www.us.bureauveritas.com . --------.. l:::,,/4 ·- CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 -r. -... ·-----·-·--· ..... ,.., _____ ·-···•-I-•-·· ------ CONSlRUCTION NOTES G) ® 0 © ® 0 ® ® @ @ @ @ @ @ @ CONSTRUCT 2• TRMAC/ 4 • AC PAVEMENT OVER 18" CLASS 2 AGGREGATE BASE 2• TRMAC OVERLAY ON PVMT FABRIC OVER EXISTING PVMT W/ 3/4" MIN. COLD PLANE AND AC LEVELING COURSE SAWCUT PAVEMENT 3/4" TO 2 3/4" COLD PLANE W/2" TRMAC OVERLAY ON PVMT FABRIC ON 3/ 4 • AC LEVELING COURSE CONSTRUCT PEDESRIAN RAMP PER SDRSD G-27 NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED ADJUST EXISTING MANHOLE FRAME AND COVER TO PROPOSED GRADE BY AT&T NOT USED NOT USED NOT USED C-17 ENGINEER OF WORK ~t / DJ!dffl> 4-18-2014 P.E. C-26493 DATE "AS BUil T" P.E. ___ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE i-----i----t----------1------+---1-_j_--1 ~ CITY OF CARLSBAD ~ ~ TRANSPORTATION DEPARTMENT ~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL r==='-';E;;:L~CA;::';M:;1;:N~O:::;R:;E~A:;=L:::;R;;;O~A=;;D~W~I D:;;E;:;:N l;:;N::;G-'==::::; TAMARACK AVE TO CHESTNUT AVE IMPROVEMENT PLANS PLAN & PROFILE CHESTNUT AVE: 6+50 TO 11+00 APPR~_GLo/'~M£ c=1=ry.,..'=~+'G,:J1"'NE=E"=R--"PE-'-'-4--'12"'0"'4"E.._X_,P~. "'lot:-3~-L31---,-s-"'"□-A-TE ~if/¾!iL OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. 3957 DRAWING NO. 460-6 ' I' i. .. --0··0 ( { } 5.5' SDWK 4' BROW DITCH TYPED B' REINFORC PER SOILS Rioi~L ZONE \_-- R/W 1 o' I ----7 <;;> I \· ~ 30' KEY FINISHED GRADE '4' w,ce rn S'TINO ORAOe GRADED _.<'o, ·• :~~gUIATL GRADING __;'IDTH~ , TENSAR LH --i:;:.= ~ (OR EQUAL)Ot°YPGEOGRID 20' KEY ___:___i COMP '.'.'.J 1 PER ACTED GRANULA 1 COMPACTED GRA SOILS REPORT R FILL MATERIAL REMEDIAtER SOILS REPOi~LAR FILL MATERIAL BACKCUT GRADING -------- ---~ - 0 --:--,i--- 0> 0 -------------- EXISTING 8' REINFO GRADE PER SOIL:iioi~L ZONE ~ R/. r --> 10, W / 2 ,..,, typL 5,5' SDWK /FINISHED ( "'"" ,,, -~~ " w -Cl 30' KEY-- SECTION NTS B 4'---J 8' _. I yp '.'.'.'.J 1 1 BROW DITCH TYPED TENSAR LH (OR EQUAL)og/EOGRID ~~~PACTED GRANULA REM SOILS REPORT R FILL MATERIAL EDIAL GRA BACK CUT DING B ---- ' ----r------------ I - URE ER IT 10620 Treena San DiegoS~eet Suite 170 Tel: (858),86~ 92131 WWW U -2000 . s.bureauveritas.com . ' ' - --- \ \ ' ~ . _ . ..:--··~ \ -r-- -~--. .,--:: ----c --.. _.,\-. . -- -- --·r_ .. . -.. -. . . . -.. -.. c:c--:;_=--1---~ -------r ,:---_ -~--~,--. --------i ~ ·-IL . ,____-~~----------~ ·. ----~~\ \ ---'""=--· ~ ~ ~ \ .-----. \ ----. --· 0 ----· ----\ LEGEND DIRECTION OF D RAIN AGE BROW D PER SD~1CDH TYPE "D" D-75 -------- SCALE: 1"=20' 20 GRAPHIC SCALE --0 20 _40 --- ENGINEER O .· C-18 ~f ;( -f:cww, \ W(!)RK P.E. C-26493 4-18 2014 DATE "AS BUILT" FOR EROSION SEE SHEET C-~~NTROL NOTES AND FOR • DETAILS REPO~EO-TECHNICAL I DATED·T BY NINYO & ~60RMATION-SEE PROJECt~iEM1BER 16, 2g~i ON FILE WIT~E~JEECHINICAL EVALU · 0664100 2 CITY OF CAR ATION P.E. REVIEWED BY: EXP. DA TIE . DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION LSBAD DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL ~ 1~~;;R QF C · _········-DATE EL TRANSPORTATION %~.fuSBAD I SHEETS I CAMINO TMENT 77 GRA NUT AVE DING PLANS APPROWkLE . CITY E~ p¥ A1J;.SK~ DWN BY: 41204 EXP. 03 31 15 1/?,c,/,,I CHKD BY· . . I DATE. '/4.- RVWD BY: --I PROJECT NO.-. 3957 I DRAWING · 4 NO. ·-,-- ' 60-6 ' ' 280- 260- 240 ---- \ -_ ... , .... ---·--'" -..... __ ,.,_ .. -. -" --" -. ·;·. ·. ,_-_. ,_ ··· '•"-:,"! 0f· ···. ,. ···•.r, (>/, 0 , v 1/ f I \ " . I \ . /\ ~-~---. :J ----·· ~--------·-----....----------------------------------------------=------- --T "--, -----· --·"-----~·-·\-:===- I I J \/ -,. --·-. ·-------. ,_,. "' - ---·1 - -----I ··--..... .....~ ____ : .. -- .... ·----· ----------- _j I =2 _,. __ --~--· . ------~- ----· ·-· ---·--·----\\ S---::, ---~· \ \ ·~--------,~~ ·\----+--·-·--···-~---+---,-···-·-. 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" .::~~:·:. --=····: . -:·:·. .,.::::.:: ·:.:" :: . ·--== --··:: . ::-:· :::::··: : . ..:::----.. ., ....... .,.,_, ----.:.-~:._:·::·-_-___ ----......... --.. -· ·- .. ···-.. ---·-· --.......... . . ·~· ··---·····-· ·---· -.... ·---·· . ·----.. ---.. -· .... .. --·---.. ' .. .. -_,c---..... ,--: ••..••. :::-:--:: .. . -------·---·---·•· -·----" --------· ·--" .. ---• . -·--, ----------- L I 6' ' ,,- y -r-. _, -------_..,, ----r / / I y5' J,IDEWALK \ ----- ----------------------'-----7- / / / / •/ --------7- .... CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 --, . --·---"I--••- --· . ----· -···-.... , .. , ·- --------·-I"" ------. --.,_, __ "". ···-----·····---. ··--· ....... ,. -·•--·---·· ·-------·--+--- -. -· ---·-------·-., ------------------...... ~·· ... --1-----" -..... -------' ..... --·-------·. . ,.,,._., ----·--...... --... _.._ ....... --300 ... 280 260 240 T -· C-19 ENGINEER OF WORK ~t;(hrtJ~ 4-18-2014 P.E. C-26493 DATE "AS BUILT" P.E, __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR ... L DATE G /--::---_-_::_::::-II --~~._..-..,,. ~-:z ;_ -=----=-- . ~ CITY OF CARLSBAD ~ 1----1----+----------------f----f---+---+----l ~ TRANSPORTATION DEPARTMENT l_.=_J :==::::'...'.:E;;,L::::::;C::;:A;:::M:;;:I N;:::O~R:;E::;:A L;:::::::;R;::;O::;:A::;D=.::W:;I D:;E;:::N;:1 N;::;G'-==~ TAMARACK AVE TO CHESTNUT AVE 2 3 4 5 20 ' PLAN SCALE: 1"=20' GRAPHIC SCALE 0 40 BENCH MARK DESCRIPTION: FD. WELL MONUMENT AT lHE CENTER OF BULB CUL-DE-SAC AT lHE EAST END OF BAJO CT. 150 FT. EAST OF ESFERA ST. NAME: CLSB-027 STAMP: LS. 3189 LOCATION: WELL MONUMENT AT lHE CENTER OF 40 FT. CURB RADIUS OF BULB CUL-DE-SAC AT lHE EAST END OF BAJO CT. 150 FT. EAST OF ESFERA ST. RECORDED: FEBRUARY 8, 2002 PER R.O.S. 17271, FILE NO. 2002-0112862 ELEVATION: 520.64 DATUM: NGVOzg BUREAU VERITAS 10620 Treena Street Suite 170 San Diego, CA 92131 Tel: (858) 863-2000 www.us.bureauveritas.com DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADl~IG PLANS PRIVATE DRIVEWAY "A" DWN BY: ---PROJECT NO. CHKD BY:___ 3957 RVWD BY: 4/?/:!IJ-f DATE . . 1 . . DRAWiNG NO. 460-6 . ' I_ ----·-W SCALE: HORIZ: 1 "=20' VERT: 1"=4' STORM DRAIN • A' AND • A-1' PLAN SCALE: 1 "=20' \ SCALE: HORIZ: 1 "=20' VERT: 1 "=4' BUREAU VERITAS 10620 Treena Street Suite 170 San Diego, CA 92131 Tel: (858) 863-2000 www.us.bureauveritas.c·om GRAPHIC SCALE 20 0 20 . 40 CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 3 4 5 6 7 18 RCP D-1350 DUAL 38 x24 EWPT RCP D-2000* DUAL 38 x24 EWPT RCP D-2000* DUAL 30 RCP D-2000* * PLACE CONCRETE SLURRY BETWEEN PIPES REQUIRED TREATMENT CONTROL BMP TABLE TYPE DESCRIPTION OWNERSHIP QTY BIO-RETENTION TC-30 BIO SWALE CITY 300 SF ALL STORM DRAIN INLETS SHALL BE STENCILED PER THE CITY OF CARLSBAD SUSMP REQUIREMENTS ("TYPICAL) / C-20 ENGINEER OF WORK ~t 1 -Drtt}{Jj)-4-18-2014 P.E. C-26493 DATE "AS BUil T" P.E, __ _ EXP. ___ _ DATE REYlEWED BY: INSPECTOR DATE t-----+---+--------------t-----+----+--l----1 ~ c~rArsp£[TIOS%~1~M~NtD ~ ~==-=E;::L=:;:CA==M=l==N::;:O==R==E==A=L=R;::O;:::A:::;D::::==W~ID:;:E;:=Nl==N=-G--'==:=; TAMARACK AVE TO CHESTNUT AVE DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL STORM DRAIN PLANS PLAN & PROFILE STORM DRAIN "A': and STORM DRAIN ;s" APPR~L;rw~E,u: CITY ENINEER PE 41204 EXP. 03-31-15 OWN BY: ---PROJECT NO. CHKD BY: ___ 3957 RVWD BY: _· .• ~f_ . DATE DRAWING NO. 460-6 :. I .) I ' I I i 1: ·, I • (_ -- \ STORM DRAIN "F" PLAN SCALE: 1 "=20' • ! i TYPE REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION OWNERSHIP BIO-RETENTION TC-30 BIO SWALE CITY , I , \ C 26493 QTY 300 SF ---------. ·------• --·· -···-·-··-.. ,. -·------.. ------·-·· -··---------·-· ··-··------ .... ----·-~ ------·-•.--· .. --' -- ---·---... -"--------..... . --- -._-,--·cc, .. ,----,=--=~--_, " '--···r-·-·-· ··---. -·-· ............ --·-· ... C-21 ENGINEER OF WORK ~tT-ilk)~ 4-18-2014 P.E. C-26493 DATE "AS BUILT" P.E. __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE STORM DRAIN ·c· and "E" PLAN ~ CITY OF CARLSBAD I SHEETS I t-----+---+-----------------1---+--l----+---I ~ TRANSPORTATION DEPARTMENT 77 j---J--+-----------------f----f---f----+---1 SCALE: 1 "=20' BUREAU GRAPHIC SCALE VERITAS GRAPHIC SCALE 20 0 20 40 10620 Treena Street Suite 170 EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE STORM DRAIN PLANS PLAN & PROFILE STORM DRAINS "c", "E" and "F" APPZG~/@£E~ C-IT_Y_E~N"'G-IN~EE.._R__,_,_PE~41L2.=04-'-'--EXL-P,..,. 70~3-'-3-,--,-5~-D-A~TE ~L 20 o 20 40 San Diego, CA 92131 DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: ---PROJECT NO. I DRAWING NO. J, Tel: <555l 553·2000 ENGINEER OF WORK REVISION DESCRIPTION CHKD BY: ---3957 460-6 11 L,.,----------------------------------------------------------------------------------•www_._"s .. b.ur-ea-uv•e-rit-as .. c.om ___ _;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;O;;;TH;;;E;;;R ;;;AP;;;P;;;RO~V~AL;;;;;;C;;;IT;;;Y;;;A~PP~R~OV~AL~~R;;V;;WD;;;;B;;Y;;:;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;d.,J [ ' 200- REQUIRED TREATMENT CONTROL BMP TABLE TYPE DESCRIPTION OWNERSHIP QlY BIO-RETENTION TC-30 BIO SWALE CllY 300 SF STORM DRAIN ·a· and "H" PLAN SCALE: 1 "=20' GRAPHIC SCALE 20 0 20 40 - ---- BUREAU VERITAS 10620 Treena Street Suite 170 San Diego, CA 92131 Tel: (858) 863-2000 www.us.bureauveritas.com -··c: ::z· f.'. _y ·-.. ~---~ - STORM DRAIN PIPE DATA G H R :m;17"""----, =:"-t--~~1118 2 3 4 5 6 7 8 9 10 11 .,.....--i--;;;;ec 18 18 36 36 RCP 30 RCP 30 RCP 24 RCP 24 RCP 24 RCP • 4' PIPE SEGMENTS WITH 5' BEVEL BOTH ENDS. •• 4' PIPE SEGMENTS WITH 5' BEVEL ONE END. D-1350 D-1350 • D-1350 D-2000 •• D-2000 0-2000 D-1350 0-1350 0-1350 D-1350 -,_ CDP 07-2: 1/HDP 07-02/SUP 07-04/HMP 07-08 SCALE: HORIZ: 1 "=20' VERT: 1"=4' C-22 ENGINEER OF WORK ~t1J»ro~ 4-18-2014 P.E. C-26493 DATE "AS BUILT" P,E. __ _ EXP.----DATE REVIEWED BY: INSPECTOR DATE f---+--+------------,-1 -1 --r--. ~ C\JAisP£ET10S%~h~M~NiD ~ ::===-':E;:L=;:CA:;:;M::;;l~N~O:::;R:;E;:;A:;::L:::;R;::;O~A:::;;D:=;:W;;;;ID;;E:;:;N;:;;:IN~G,===; TAMARACK AVE TO CHESTNUT AVE STORM DRAIN PLANS PLAN & PROFILE STORM DRAINS "G", "H" .and "K" APPRO~~Lyu:s~ . 4/fd'/.!1__ C_I_TY_EL~~~l"'N'"'EE...,R--LP'-'E ~4-'12""0"'4'"":EX_P,_. ""0~3"'_=r.31:-_-:1-:::5---'--::-DA:-::TE r DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: ---PROJECT NO. I DRAWING NO. CHKD BY: --3957 460-6 RVWD BY: . ,. i! ; t • ro, 1r1 I I I i---- ' 'l l i ' I I L --- STORM DRAIN •a• .PROFILE SCALE: HORIZ: 1 "=20' VERT: 1 "=4' \ ,---,-_._---------\ -~ --------=---I ---+-----+--=-k.--=-~i=+=--=/ ~==:=,1'":j::="'/-=--=:/==F""=-ct:11/-==f:=-::==t=-;+F---=::f-===--=0::r=---j _____________ 5_3 ·1 _ w ___ 31 +oo _ \ ----/---+-___,.,,----;,----::::::"'----J------t----1--'5'-"3"'2_,_+o,,,o'----ll,l---i-----+\---/---- ' STORM DRAIN ·a· AND "D" PLAN SCALE: 1 "=20' GRAPHIC SCALE 20 0 20 40 - -. --- . --'-".::...... - I I I ~33+I+_o_o---;--\ - -I- I ----- --------------------- BUREAU VERITAS 10620 Treena Street Suite 170 San Diego, CA 92131 Tel: (858) 863-2000 www.us.bureauveritas.com 3 4 5 6 < 18 RCP D-1350• 24 R P D-1 50 •PROVIDE 1.5" THICKENED WALLS SCALE: HORIZ: 1 "=20' VERT: 1"=4' CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 C-23 !;ENGINEER OF WORK ~t ;( ---U;rd(J/J-4-18-2014 P.E. C-26493 DATE "AS BUil T" C 26493 P.E, __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR ,. DATE t---+--+-------------+----+----+----"--i---1 ~ c~rArSP£ETI0~1~1~M~NtD ~ :===:;:EL=;C==A=M==I N==O;::::;R::;E=A=L ==R==o==A==o=w==1 D::;E==N=I N==G'..-==== TAMARACK AVE TO CHESTNUT AVE DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL _ CITY APPROVAL STORM DRAIN PLANS PLAN & PROFILE STORM DRAIN "G" and STORM DRAIN "D" APPR_2M~ Glr ~E~ CITY ~R PE 41204 EXP. o~3--'-c3-1--1-5--D-A-TE DWN BY: ---PROJECT NO. CHKD BY: __ 3957 RVWD BY: I DRAWING NO. 460-6 ~-------~ ·1. ' ' ' ' r ,, : ' f ... '·. \ ' ---=--~: .. :: .. :.~{:": ::~: ~.::: .. · : .. . 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'C::. ----• -::::~'.~ •.• ::0--::.r:: · '= ,-_-:: . ltC _CPN =Qi:IGJ ----------• ------ ----- -_ __ _ __ _ ==----===• ----_ ·------. ___ :.: .. ...:.·: .. : . .:.: .. : .. :..:. --.. :s:Ti;DU·1= [,; 251_,-__ _ _ -,-------_ -·---=== _ ~ _ ----------- -- 20 ~--.......... _ SCALE: 1 "=20' GRAPHIC SCALE 20 0 20 40 -~~-,ii,""""--~--iiiii _r-\_ ---- --·G·-· --G- ---------- EL -· ~ ·3;-------UE\: \ _ . ,..::::::::--.::::,,~::::·:..:..· ~-::-~1 o:::.f. __ ~ ----- GRAPHIC SCALE 0 20 40 '-· - -r. STORM DRAIN "I" PROFILE HORIZ: 1 "=20' VERT: 1 "=4' STORM DRAIN "I" PLAN SCALE: 1 "=20' --- -- .. ---~; .: .... :. .. .::: .~-.----· : , ..... . • .. ___ ·-·· _,_.. . --·--·-•f-•---· .. ,.. 1--_ .... -··. ·:·.:·;:-::··• .::· _: --····i= ...... ---. ·------------. __ :i-: -~:.:,. .---·. --__ ----~- ...... _._ .:.:·""' :...:::. ....... "'""'" ·:.-... ~:. : .. ·.· ... : ;;::.:: :·: .. :;., ,.;.:.. t---== --------.--·.:: ·:..:..:..::. _·::-·: .... 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C-26493 DATE "AS BUil T" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE fSHEE1l CITY OF CARLSBAD ~ ~---J--+------------------i-t--1--r-----r-7 ~ TRANSPORTATION DEPARTMENT ~ ~==--';E,;;:L~C::;::AciiMl~N~O=iR;,:;E~A~L=iR5;0~A~D~WiiflDiE~N~IN~G'.-'==7 BUREAU VERITAS 10620 Treena Street Suite 170 San Diego, CA 92131 Tel: (858) 863-2000 www.us.bureauveritas.com .I DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL TAMARACK AVE TO CHESTNUT AVE STORM DRAIN PLANS PLAN & PROFILE STORM DRAIN "J" and STORM DRAIN "I" DWN BY: ___ PROJECT NO. CHKD BY: ---3957 RVWD BY: OATE ~14/41 I DRAWING NO, . 460-6 1/'l 0 ~~ ~ G'\ N 00 .i:,, 0 O'l -o .... I .... O'l ]', ,,, f! : ii j \ \\ LEGEND REMOVE & DISPOSE OF EXISTING AC PAVEMENT REMOVE & DISPOSE OF EXISTING AC BERM REMOVE & DISPOSE EXIST PCC CURB, GlJTTER & SIDEWALK SAWCUT LINE \ \ KEY MAP SCALE: 1 "=200' 200' PLAN SCALE: 1 "=20' GRAPHIC SCALE 20' O' 20' 40' ------ I GRAPHIC SCALE a' 200' 400' ~J'J-- BUREAU VERITAS 10620 Treena Street Suite 170 San Diego, CA 92131 Tel: (858) 863-2000 www.us.bureauveritas.com ,. I I I I 0 qf/ I I I n I 0 0 0 I I I I CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 I C-25 ENGINEER OF WORK ~t 1 l»rd(Jj)-4-18-2014 P.E. C-26493 DATE "AS BUil T" C 26493 P.E, __ _ EXP._~_ DATE REVIEWED BY: INSPECTOR DATE 1------if----+-----------l---------l---l----l-----l [sH_EETl CITY OF CARLSBAD I SHEETS I ~ TRANSPORTATION DEPARTMENT 77. EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE DEMOLITION PLANS KEY MAP & PLAN 1-----+------+--------------j__ _ ____j__ _ _J_ __ J_ _ _J CITY E GINEER PE 41204~ELXP'2_~Q~3-!!3~1-~1-5 -D-A-TE -1/~t£- DWN BY: --PROJECT NO. I DRAWING NO. CHKD BY: --3957 460-6 RVWD BY: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ------I INO -~ PLAN SCALE: 1 "=40' GRAPHIC SCALE 40' o' 40' 80' BUREAU I I I -~-HI C/J • . CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 '~ ~ ~ ~' W#/#/#~ ~ C 26493 LEGEND REMOVE & DISPOSE OF EXISTING AC PAVEMENT REMOVE & DISPOSE OF EXISTING AC BERM REMOVE & DISPOSE EXIST PCC CURB, GUTTER & SIDEWALK SAWCUT LINE ' , REMOVE & DISPOSE OF EXISTING PCC BROW DITCH C-26 ENGINEER OF WORK ~t / l»rd{Jj)-4-18-2014 P,E, C-26493 DATE "AS BUILT" P.E, __ EXP, __ _ DATE REVIEWED BY: INSPECTOR DATE ISHEEl'l CITY OF CARLSBAD I SHEETS I ~===~====1~========================j====t===±===jc=-==j ~ TRANSPORTATION DEPARTMENT 77 1 ---t----t-------------+-----+---+-----+-__j .EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE DEMOLITION PLANS VERITAS AP PRO\/ , GLEY~:~~::•----'' -_f/,!fJtt-- 10620 Treena Street Suite 170 CITY E GINEER PE 41204 EXP. 03-31-15 DATE ,, · San Diego, CA 92131 ho'iAArr TE-t,INNi'ilT'iAilAL~""-----------------t--::-:c:::c-t-=:::----+--~____j ~D;iiiW;:;=N ~B~Y::=_:=_::::: _:::::: -~~==cP~RO~J~EC~T:::::N~O=. ===::=;;I :::::DR::::::A='M=N=G =N~O www.,s.o,,.,""~"·-,~,rn rn -oees _,rn, orr -•rn~ " ,._ ____________________________________________________________________ ,:T:•1:: (B:5B:JB:63:-2:oo:o:. __ _f~~~~;;;;;;;;;;;;;;;;;;~R;E~Vl;Sl;O;N~D~E;S~CR;l~T~IO~N~;;;;;;;;;;;;;;;;;;~o~A~TE~1~Nr~nA~L boA;1E~;1N~111~AL~~cRHvgK~DD~88~yy',~~~;,;;;;;,;;;;i~79[~;.;;;:;;;;~~~~~~6~~· JJ \., I ' I "' I ~y,.,r,rr·-- ('11 J_ C --'R/'IIN~«.Z;,,_,_,'.,j,.,.-- 0 , \,,'", -~~ _ _ ____ __,E ------~--.,-,-:,------, ·---_...-\,,_,,,., • v~~v~,-~~'-'-'.,_µ . ~-----~----· ------:,,;_· . 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':;, 85 \I w 'M1-✓-_-,,.<---' I \ I I j_ --' --I I I I I -- 40' 40' -- - \ PLAN SCALE: 1 "=40' GRAPHIC SCALE O' 40' - PLAN SCALE: 1 "=40' GRAPHIC SCALE o· 40' 80' 80' ///// ~~~~~ ~ BUREAU VERITAS 10620 Treena Street Suite 170 San Diego, CA 92131 Tel: (858) 863-2000 www.us.bureauveritas.com LEGEND REMOVE & DISPOSE OF EXISTING AC PAVEMENT REMOVE & DISPOSE OF EXISTING AC BERM REMOVE & DISPOSE EXIST PCC CURB GUTTE • R & SIDEWALK SAWClJT LINE REMOVE & DISPOSE OF EXISTING PCC BROW DITCH DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 ' I 00 540+00 __. __ 1-r===~==~~t=lt. --=------~= -=-=' 8 ' "-1,r--------·--------------- DATE INITIAL OTHER APPROVAL C 26493 DATE INITIAL CITY APPROVAL "AS BUILT" P.E,---EXP, __ _ DATE REVIEWED BY: ~ DATE ~ CITY OF CARLSBAD I SHEETS I TRANSPORTATION DEPARTMENT 77 EL CAMINO REAL TAMARACK AVE TO R2H1~TNvyj~~~lrG DEMOLITION PLANS · · 03-31-15 DWN BY· __ CHKD BY: --I PROJECT NO. RVWD BY: 3957 DATE I DRAWING NO. 460-6 ( EROSION CONTROL NOTES 1. CONTRACTOR SHALL PROVIDE TO THE CITY AN EMERGENCY CONTACT AVAILABLE 24 HOURS A DAY IN CASE EMERGENCY WORK IS REQUIRED • . 2. , EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILfTATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR , SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO JHE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 5. THE . CONTRACTOR . SHALL INSTALL ADDfTIONAL EROSION CONTROL MEASURES AS MAY BE , REQUIRED BY THE CllY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDfTION. 7. ALL :EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. -. - -8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. (ALL REMOVABLE .PROTECTIVE. DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH ' WORKING DAY WHEN THE FIVE (5) QAY RAIN PROBAB.IUTY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/ 4 INCH MINIMUM AGGREGRATE. 11. SHOULD .GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF,<;RADED SLOPES (90% COVERA<;E) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION , ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE · INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD . SPECIFICATIONS AND THE FOLLOWING: A. HYDROSEEDING .SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDfTIONS EXIST: a. NOT SCHEDULED FOR IMPROVl;MENTS(CONSTRUCTION OR GENERAL LANQSCAPING) WITHIN . 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. . c. HAVE ANY SPECIAL CONDITION ,IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ,ACCORDANCE WITH THE FOLLOWING C. CRITERIA: .. 1. ALL SLOPES THAT .ARE GRADED 6:1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT I SHALL BE IRRIGATED BY HAND WATER.ING .. FROM .QUICK COUP~ERS/HOSE Bl!3S OR A CONVENTIONAL SYSTEM OF .LQW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN .HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100" COVERAGE. 2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPO~ SHALL BE SPECIFIC REGAR.DING THE NUMBERS.TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS ,THAN: a. 20 lbs. PER ACRE OF ROSE CLQVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACR_E OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DJMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSE.EDED IS NOT VISIBLE FROM EITHER A Pl,!BLIC STREET OR RESIDE.NTIAL. STRUCTURES. h. IT~M a . OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA .AND Al'PL!ED DRY EITHER BY DRIWNG OR BROAQCASTING l;lEFORE HYDROSEEDING. . i. ALL .SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. D. AREAS TO ,BE HYDROSEEDED .SHALL BE PREPARED PRIOR TO HYDROSE.EDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK .WALKING SLOPES STEEPER THAN 6:1 b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTNG BY: ~c· a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. .. b. THE ADDiTION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDfTIONS FOR GROWTH. E. , HYDRQSEEDED MEAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. , BUREAU VERITAS 10620 Treena Street Suite 170 San Diego, CA 92131 Tel: (858) 863-2000 www.us.bureauveritas.com LEGEND: DESCRIPTION SURFACE FLOW DIRECTION PIPE FLOW DIRECTION GRAVEL BAGS, SD INLET PROTECTION GRAVEL BAG BERM STORM WATER DISCHARGE LOCATION SILT FENCE FIBER ROLLS STABILIZED CONSTRUCTION ENTRANCE/EXIT PROJECT BOUNDARY CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 CASQA STD. DWG. SE-10 SE-6 SE-1 SE-5 TC-1 TC-2 & TC-3 SYMBOL -···► ~ ==== * --0---- -o--- - C-28 ENGINEER OF WORK ~tt-&t}£$ 4-18-2014 P.E. C-26493 DATE "AS BUil T" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE rsHEfrl CITY OF CARLSBAD ls~~Tsj f------t---+------------------+---+--f----+----1 ~ TRANSPORTATION DEPARTMENT f------t---t------------------+---+--f----+----1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE EROSIOf\l CONTROL PLANS A-P~PR~--~G2'~E·~~~A =PL-.Ew/,_.· ~~• ~-· __c___. ~/JL_ CITY ~ER PE 41204 EXP. 03-31-15 DATE DWN BY; ---PROJECT NO. I DRAWING NO. CHKD BY:___ 3957 460-6 RVWD BY: ;.,;",_-... · _____________________ ..,_ ... _ ... _ ---------------------------------------------------------------------------------CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 i ' \ ' 1'; ~ \~--- \ .. ·-. I :::::::=----, \ ~-►----~-' \ ~ ---Y - - --•" ~- //,)) ~ / / ,,.,. / /,,,. / /_,,., / /,// /' I ( KEY MAP SCALE: 1 "=200' 200' GRAPHIC SCALE o' 200· 400' ---- ------ PLAN SCALE: 1"=20' GRAPHIC SCALE 20· o' 20' 40' ------ ASPH R/W r -- BUREAU VERITAS 10620 Treena Street Suite 170 San Diego, CA 92131 Tel: (858) 863-2000 www.us.bureauveritas.com I I I 1f I I I I CONSTRUCTION NOTES: (D INSTALL FIBER ROLLS. SEE BMP SE-5 FOR INSTALLATION, INSPECTION, AND MAINTENANCE INSTRUCTION AND PROCEDURES. @ INSTALL CHECK DAMS. SEE BMP SHEET SE-4 FOR INSTALLATION, INSPECTION, AND MAINTENANCE INSTRUCTION AND PROCEDURES. @ INSTALL STORM DRAIN INLET PROTECTION AT ALL INLETS AND CATCH BASINS. SEE BMP SHEET SE-10 FOR INSTALLATION, INSPECTION, AND MAINTENANCE INSTRUCTION AND PROCEDURES. . @ INSTALL GRAVEL BAG BERM, TWO BAGS HIGH. SEE BMP SHEET SE-6 FOR INSTALLATION, INSPECTION, AND MAINTENANCE INSTRUCTION AND PROCEDURES. @ INSTALL SILT FENCE. SEE BMP SHEET SE-1 FOR INSTALLATION, INSPECTION, AND MAINTENANCE INSTRUCTION AND PROCEDURES. @ INSTALL VELOCITY DISSIPATION DEVICES, IF NECESSARY. SEE BMP SHEET EC-10 FOR INSTALLATION, INSPECTION, AND MAINTENANCE INSTRUCTION AND PROCEDURES. (D PERFORM HYDROSEEDING ON ALL NEWLY GRADED SLOPES. SEE BMP SHEET EC-4 'FOR APPLICATION, INSPECTION, AND MAINTENANCE INSTRUCTION AND PROCEDURES. NOTES: 1. FOR BMP SHEETS REFER TO CASQA STORMWATER BEST MANAGEMENT PRACTICES CONSTRUCTION HANDBOOK (JANUARY 2003} AND lHE PROJECT'S SWPPP. 2. CONTRACTOR TO DETERMINE lHE LOCATION OF STABILIZED CONSTRUCTION ENTRANCE/EXIT AND ENTRANCE/OUTLET TIRE WASH. SEE BMP SHEETS TC-1 TC-2 AND TC-3 RESPECTIVELY, FOR INSTALLATION, INSPECTION, AND MAINTENANCE INSTRUCTION AND PROCEDURES. 3. CONTRACTOR TO DETERMINE lHE LOCATION OF CONCRETE WASHOUT AREA. SEE BMP SHEET WM-8 FOR INSTALLATION, INSPECTION, AND MAINTENANCE INSTRUCTION AND PROCEDURES. 4. CONTRACTOR TO DETERMINE lHE LOCATION OF MATERIAL DELIVERY AND STORAGE, STOCKPILE MANAGEMENT, SOLID WASTE MANAGEMENT, HAZARDOUS WASTE MANAGEMENT, SANITARY /SEPTIC WASTE MANAGEMENT, AND LIQUID WASTE MANAGEMENT. SEE BMP SHEETS WM-1, WM-3, WM-5, WM-6, WM-9, AND WM-10 RESPECTIVELY, FOR INSTALLATION, INSPECTION, AND MAINTENANCE INSTRUCTION AND PROCEDURES. , 5. CONTRACTOR TO IMPLEMENT CONCRETE CURING (PER BMP SHEET NS-12) WITH lHE CONSTRUCTION OF ALL RETAINING WALLS OR OTHER STRUCTURES, AS NECESSARY. 6. VEHICLE AND EQUIPMENT CLEANING, FUELING, AND/OR MAINTENANCE BMP SHEETS NSB, NS-9, AND NS-10 RESPECTIVELY) SHALL NOT BE PERFORMED ON SITE. 7. IF DISCHARGES FROM IRRIGATION LINES, POTABLE WATER LINES, OR HYDRANT FLUSHING OCCUR ONSITE, CONTRACTOR MUST IMPLEMENT POTABLE WATER/IRRIGATION PER BMP SHEET NS-7, AS NECESSARY. 8. CONTRACTOR ALSO TO IMPLEMENT lHE FOLLOWING CONSTRUCTION BMPS, AS NECESSARY: -SCHEDULING, PER BMP SHEET EC-1 -WIND EROSION CONTROL, PER BMP SHEET WE-1 -WATER CONSERVATION PRACTICES, PER BMP SHEET NS-1 -IWCIT CONNECTION/DISCHARGE, PER BMP SHEET NS-6 C-29 ENGINEER OF WORK ~t 1 l»0t0-4-18-2014 P.E. C-26493 DATE "AS BUil T" C 26493 P.E, __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE rsHEETJ CITY OF CARLSBAD I SHEETS I t------+--+-----------------11-----+----+---+----.....j l=_J TRANSPORTATION DEPARTMENT 77 t------+--t-----------------11-----+----+---+----.....j DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE EROSION CONTROL PLANS A _P_PR_,.O.,,..~V ...,_,?GL.LEcK~-2.v.~"'"""ES_,~~~""'r.:c' ·~--'-· -· ~ 4',/?ppf CITY E~ PE 41204 EXP. 03-31-15 DATE .. DWN BY: ---PROJECT NO. · 1 DRAWING NO. CHKD BY: --3957 460-6 RVWD BY: ~------~ CONSTRUCTION NOTES: (D INSTALL FIBER ROUS. SEE BMP SE-5 FOR INSTALLATION, INSPECTION, AND MAINTENANCE INSTRUCTION AND PROCEDURES. @ INSTALL CHECK DAMS. SEE BMP SHEET SE-4 FOR INSTALLATION, INSPECTION, AND MAINTENANCE INSTRUCTION AND PROCEDURES. @ INSTALL STORM DRAIN INLET PROTECTION AT ALL INLETS AND CATCH E!ASINS. SEE BMP SHEET SE-10 FOR INSTALLATION, INSPECTION, AND MAINTENANCE INSTRUCTION AND PROCEDURES. @ INSTALL GRAVEL BAG BERM, TWO BAGS HIGH. SEE BMP SHEET SE-6 FOR INSTALLATION, INSPECTION, AND MAINTENANCE INSTRUCTION AND PROCEDURES. @ INSTALL SILT FENCE. SEE BMP SHEET SE-1 FOR INSTALLATION, INSPECTION, AND MAINTENANCE INSTRUCTION AND PROCEDURES. @ INSTALL VELOCllY DISSIPATION DEVICES, IF NECESSARY. SEE BMP SHEET EC-10 FOR INSTALLATION, INSPECTION, AND MAINTENANCE INSTRUCTION AND PROCEDURES. (j) PERFORM HYDROSEEDING ON ALL NEWLY GRADED SLOPES. SEE BMP SHEET EC-4 FOR APPLICATION, INSPECTION, AND MAINTENANCE INSTRUCTION AND PROCEDURES. PLAN SCALE: 1 "=40' GRAPHIC SCALE 40' o' 40' 40' 80' PLAN SCALE: 1 • =40' GRAPHIC SCALE o· 40' 80' BUREAU VERITAS 10620 Treena Street Suite 170 San Diego, CA 92131 Tel; (858) 863-2000 www.us.bureauveritas.com CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 -- ---' --- C-30 ENGINEER OF WORK ~t 1 -fl)r()(Jj)-4-18-2014 P.E. C-26493 DATE "AS BUil T" C 26493 P,E, __ _ EXP.--~-· DATE REVIEWED BY: INSPECTOR DATE [sHml CITY OF CARLSBAD I SHEETS I ~=====~====t================================t====j====j=====±===j ~ TRANSPORTATION DEPARTMENT 77 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE EROSION CONTROL PLANS OWN BY: ---PROJECT NO. I DRAWING NO. CHKD BY: ---3957 460-6 RVWD BY: ~o l'1) ~ ~ C'l w ~~ o en .... 0 .... I .._. en r ' _J j 1. ' '· {: i ! '~"-s::-- \ ) ( ----- I ' (_ == ---; ---=-____ ---RE IL ·-----t¢---~-"' 9 I I 35+op ----------- GRAPHIC SCALE o· 40' . / 80' y\ ~ ~ ~ \~ '"-,. ~', \, "'-... __ ~\ .----,--,., .. ~A . ) J- -~-.✓,_____ --) ,., .,::; \ '"" ,-',c)P . \ ) . ,,--, ...-KA A AA;:·,,__-,,, J,_; 1 7-, :.:.:~ -- -,-- /; /2-- CONC ........ fj---\ 0 0 0 0 ' -F P.E. __ _ REVIEWED BY: EXP. ------~-DATE INSPECTOR EL CAMINO PARTMENT 77 TY EGiNEER PE 41204 EXP :/4(( N DATE INITIAL DWN BY.· ---. 03 31-15 DATE INITIAL OTHER APPROVAL CHKO BY: ___ PROJECT NO CITY APPROVAL RVWD BY: 3957 . DRAWING NO. 460-6 g? 0 ;~ w VI .i:,, 0 O'I .... 0 ...., I ...., O'I I CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 FACE OF CURB GRATE & FRAME - SEE SECTION "c-c" .. . . , .... "" TOP OF WALL 5' ..--~" ----7.5' TYP. ------~1 / GRATE & FRAME - SEE SECTION "c-c" 1--------+/~,1 TOP OF 3" -4" COBBLESTONE 1 MIRAFI 140N FILTER FABRIC I/ OR EQUIVALENT. EXTEND 4" MIN. UP EACH SIDE 6" GRATE, 6"X4" :LOPE TO MATCH CURB GRADE~ SPILLWAY ~ 6"-RISER (PERFORATED) • TOP OF CONCRETE-~ REDUCER & 4" PVC - CLEANOUT PER ,--CARLSBAD STD. 6"- GRADE= CURB GRADE / /4 .. . V'•"' ' .. • .. / / , . . . .. ~- z <( z--' 0 0... F <( 0:: f--w (/) 0... ... ' ' I , 6"- . . . . . . DRAWING S-6 TYP. - S! ~ >-< ~ -,__ : E ~i---.:'4=11 I I ; •· ~ l l 1 ' ..... SLOPE TO MATCH CURB GRADE ~ 6"h/) .. \; ......... \(/••• .... 00 .... ,>;•·· .. ·;·/t{\~rj~ii.••.~< .. f\ : y T r : 'i:o .. i. .. .... · ' ··· .. • ' · •. I ;-; ..... ·• .. · .. ; .. ·••.• .. ·• .. •·••·••.• ....... : ......... ·•• .. • ... • ... ·•.·;··••·•·~;o>. ... P .... •·.; .. ••• .. o· ........ ~ .. • ................. / ..... •.·• ... · .... ; .. •• .. ·.• .... • .. ; .... • .. ·• ........ ; ... •.•.· ... ; ..... •.•.·. •... " -J _J _J ' ·• - . ~ ? ·>; ; ·~·f'/~/f >< : ; -' ' 6"PVC PIPE SDR-35 (NON-PERFORATED) TOP OF STRUCTURE PER PLAN -'>-----< I 1% MIN -. -~~----- -- ------ --,.:17r--------, L 6" PERFORATED__/ / "'~ • • • • • • • • • • • • • # 4's HORIZ J TJ,Jllm"=i I PVC PIPE-SDR35 @ 8,, o.c. ·~m m- STEP DOWN ENOUGH TO RE-ACHIEVE END PERFORATED PIPE 3.5' OVERALL DEPTH FROM TOP OF ~LUG CONNECTION_/ -"'ITill!I 111 11~111=1 • ·' FL TO MATCH BOTTOM OF INLET COBBLESTONE TO BOTTOM OF BASIN MODIFIED CURB INLET PER SDRSD D-25 WITHOUT MH FRAME AND COVER ' 0, TOP OF CURB SECTION A-A SCALE. 1 "=2' VARIES PER LOCATION 4' ":ITT m q ·• ,j_ I •. • • ~ ~-GRATE AND FRAME PEDESTRIAN-ADA/ NON-TRAFFIC-TYPE W-11-4 GALVANIZED CARBON STEEL WELDED BAR-1"x3/16" WITH PLAIN DIRECTION OF FLOW S~-~ .. ~~2;-~ ... ~~~===~2§%~==::;::~=:±=-t-;.,.---.,.......,,,L==¾~~j~-6" SURFACE AND BANDED ENDS ( MANUFACTURED BY GRATING PACIFIC OR ACCEPTED EQUIVILANT ) SET ON 2"x2" x1/4" GALVANIZED EMBEDDED L-TYPE STEEL FRAME •4 . .. . .... ..• ;,. DEPRESS FLOWLINE 1" AT INLET OPENING, DIFFERENCE BETWEEN FLOWLINE & GUTTER LIP = 2.5" . . ' <D .. ... SECTION ·c -c· '. .. . ... DRAINAGE FLOW ••• 8" TYPE "G" SCALE: 1 "=3' LIP OF GUTTER C CURB & GUTTER DEPRESS FLOWLINE 1'' AT INLET OPENING, TRANSITION 2' ON BOTH SIDES, GUTTER LIP TO REMAIN CONSTANT. STATION PER PLAN CURB INLET AND GRATE DETAIL r SCALE: 1"=4' o'el (/) • w "' -• rt'. "' <( > ~►s 1 1 CURB LINE GUTTER LINE I r3"-4" COBBLESTONES COLOR TBD ... " .. 7 = lit. ._• .. • M~ ... lAJ l ½, ,/4 [A. 4, ' ,. .. /6"PVC PERFORATED PIPE SDR-35 ON 4, ; ' ._ ._,, .A-4. : BASIN UNLESS OTHERWISE SHOWN ON (A.. A 4-4-.. · r END PER. FORA TED PIPE ;,1-11 1 ..4,!f ._ ~ I ~~ : .. •~ ![ 'J..1/;;; ' • 6"PVC PIPE SDR-35 -~ (NON-PERFORATED)TO OUTLET STRUCTURE lA l .. A., [A. 4, C/L PLAN 4, )[ ( 4, )[ 4, if "" .A- 'io iy tr~ 4, A. A ' 4, 1 4, .;,, [A. ' CLEANOUT PER CARLSBAD STD. DRAWING S-6 CLEANOUT PER CARLSBAD STD. DRAWING S-6 C/L BASIN I 1 o· 3" -4" COBBLESTONES - COLOR TBD ~ ,-----'~-------------------! ~ 5' VARIES 5' VARIES 8" TYPE G-2 -~ ~ 6" -~ j VARIES 6"-13''----~16"1- CURB & GUTTER \ r'. 7 .. ~==::~;;~r-07r1\<y)--,,f>-r;,... 'y◊ ~--<y)-7_[>-~<;s,i:r~;::~=&~~~;::i:i~~~;::3:T'.)1rk1~~;::6:i;~rr::1,t:~-_-_-_ -_-_,-I-; .. • 1-c;w-m-, l l I m!JJr .... , I• .. · .· ,; .• ~ ~~wmm~' • r r r " • m-~i-.--- '-=-rn ,..../ • ~ <~ '<<-~ '<<~ '<<_~<<~ '<<~" ~<:~ <~ '<'.~B ,,'<1~<~ '< , 8" GS-18 CURB MIRAFI 140N FILTER FABRIC,----</ ~~~~~~~~~~~~~(/) ~w~~~ OR EQUIVALENT. EXTEND 4" -.......... ~~/~~/~~/~~~~~~'ix, ')//~/);:: r-'. MIN UP EACH SIDE :-~u~Yt/ //~-/2,..Y~///,~./~y~/ //~/~/,Y //l"ty //~'/~.½~z//~y /~✓->-~½~•~ /, .. ½t·~/ /C½~/R~//~)~-;Y~/ //,~· /~yt//, /,~~ .~"-" 1 ....._ 18" ENGINEERED SOIL MIX SHALL ..,..._..... J-/1;. J ------~ #4 VERTICAL ~-_.,,...___...--lA u., W ',,4, W v lM lk W°0 ~) A~ c,, , PROVIDE A MINIMUM SUSTAINED BARS@ 16"0.C.AI ~· • )( • )( )( 1 1 )( 1 , )( l )( ., ')( l l j l l INFILTRATION RATE OF 5"/HR. h. THE ENGINEERED SOIL MIX -11 ---------.. ... .. .. .. .. 1ffi111TP' SHALL BE SANDY LOAM TOP #4 HORIZONTAL_______ ' .. ,1tm-1 \ -u,crnrr,lfl-SOIL CONSISTING OF 50% SAND, & BOTTOM BARS 0111=1,,_ \____,6" PERFORATED PVC "' 30% PLANTING SOIL, 20% @ 8"0.C. PER 12" -14" GRAVEL PIPE _ SOR 35. PLACE SHREDDED HARDWOOD MULCH. S.D.R.S.D D-11A PERFORATIONS TOWARD & D-118 BOTTOM OF BASIN SECTION 8-8 SCALE: 1 "=2' iC-32 ENGINEER OF WORK ~fthrt}U/f 4-18-2014 P.E. C-26493 DATE "AS BUil T" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 7.5' TYP ---------1 ' CURB LI NE----..__, (Y~/A 1----+-~-+--------------+---+---+----+----1 ~ CIJAisP£ET10~%~h~M~NtD ~ ~==-':;:EL=c==A=M==I N=O==;R:;:E=A=L =R==o=A:;:o==w==10:;:E==N=1 N==G'-'====: GUTTER LINE TYPICAL BASIN -PLAN VIEW SCALE: 1 "=4' CURB INLET STATION PER PLAN BUREAU VERITAS 10620 Treena Street Suite 170 San Diego, CA 92131 Tel: (858) 863-2000 www.us.bureauveritas.com DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL TAMARACK AVE TO CHESTNUT AVE MEDIAN BIOFIL TEA DETAILS APP~~:.,t,P~ CITY---=ERPE~1204 EXP. 03-31-15 OWN BY: ---PROJECT NO. CHKD BY:__ 3957 RVWD BY: I DRAWING NO. 460-6 ~------~~ TRAFFIC SIGNAL GENERAL NOTES (SHEETS 40 AND 41) 1. THE '.LOCATION OF. ALL UNDERGROUND UTlLITIES IS APPROXIMATE. 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. - 3. ALL .NEW PULL ElOXE:S 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 BQX. 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" ADA. 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. 10. 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 SHf<LL NOT EXCEED 6' (WIDTH) AND 18" (HEIGHT) UNLESS OTHERWISE APPROVl;D. 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. THt 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 GONTRACTOR 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 , MONlJMENTATION BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTlCE 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. Ti-IE 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. 22. SAFETY LIGHTING SHALL BE 20.000 PUPIL LUMEN HIGH EFFICIENCY INDUCTION LIGHTING. THE INDUCTION LAMP SHALL. BE 150W, FEATURE A COLOR TEMPERATURE OF 5,000 AND BE RATE:D AT 100,000 HOURS (US LIGHTING TECH JERSEY SERIES AH-120V/277V-150W-5K-FG). 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" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY ENGINEER. SIGNING AND STRIPING GENERAL NOTES (SHEETS 38 AND 39) 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION), CALTRANS STANDARD SPECIFICATIONS (LATEST VERSION), 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 S[GNAGE SHALL BE REFLECTIVE PER ASTM DESIGNATION D4956 AND SHALL USE TYPE IV PRISMATIC REFLECTIVE SHEETING (HIGH INTENSITY PRISMATIC OR EQUAL) UNLESS OTHERWISE SPECIFIED. 6. PRIOR TO FiNAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET 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. 7. ·EXACT .LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVE:D BY THE CITY ENGINEE:R OR HIS REPRESENTATIVE 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 LATEST VERSION OF THE CALTRANS METRIC STENCILS. 10. LIMIT _UNES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 1 O' 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 CALIFORNIA MUTCD AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL ·MEDIAN NOSES SHALL BE PAINTED YELLOW. 14. ALL SJGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON TRAFFIC CONTROL DEVICES (LATEST VERSION) UNLESS OTHERWISE SPECIFIED. 15 .. SIGNS POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. ' . -.:_ -·-. 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 17. fi<ISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK. AVENUE. - ..... . ----. -18. 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. CITY OF OCEANSIDE PACIFIC OCEAN LINSCOTT LAW & GREENSPAN engineers CHESTNUT AVE (/J 0 CITY OF VISTA OAD ci ::;; . 0,§ ~ CITY OF AMBROSIA LN CITY OF ENCINITAS VICINl1Y MAP NOT TO SCALE SAN MARCOS 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. ~ 4/17/14 P.KEATG 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) NOTES-6291.DWG 4/17 /14 Designed By: JSM Drawn By: DYS Checked By: JPK . - . /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 LEGEND (SHEETS 38 TO 41) TT TURN CONTROL SIGN ~ EMERGENCY VEHICLE DETECTOR '®' EXISTING CONTROLLER CABINET wl EXISTING METER PEDESTAL C:] EXISTING PULL BOX TO BE REMOVED D PROPOSED PULL BOX -PROPOSED VIDEO CAMERA r-, PROPOSED VIDEO DETECTION ZONE L_.J .,...,. PROPOSED REFLECTIVE STREET NAME SIGN .,....,. EXISTING REFLECTIVE STREET NAME SIGN -EXISTING INTERNALLY ILLUMINATED STREET NAME SIGN -PROPOSED INTERNALLY ILLUMINATED STREET NAME SIGN ---EXISTING CONDUIT TO BE ABANDONED ---1-♦ EXISTING VEHICULAR TRAFFIC SIGNAL HEAD TO BE SALVAGED --t-•-► PROPOSED VEHICULAR TRAFFIC SIGNAL HEAD III PEDESTRIAN HEAD ~ @fil §] ~ ~ ~ ... . ABANDON CONDUIT TO EXISTING PULL BOX FOUNDATION TO BE ABANDONED EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR REMOVE AND SALVAGE EQUIPMENT RELOCATE PROPERTY EXISTING STRIPING PROPOSED ROADSIDE SIGN , - ~ 7 ENGINEER OF WORK tr:,~ 4/17/14 P.E. 4.3595 EXP .. 12/.31/14 DATE "AS BUILT" P.E. EXP. DATE REVIEWED BY: . ' INSPECTOR DATE CITY OF CARLSBAD ~ TRANSPORTATION DEPARTMENT 7 EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE TRAFFIC SIGNAL GENERAL NOTES/ SIGNING AND STRIPING GENERAL NOTES APPRO~Y:r-zJ:;~,, ... ' 4-/3()/24 . ' . _ .. : c1r.'r' ENGINEER PE41204 EXP.3/31/15 DATE I I DRAWING NO. DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. CHKD BY: 3957 OTHER APPROVAL CITY APPROVAL RVWD BY: 460-6 - • " 1 • 0 VI 0 i::. ::r ' ti) ~ i ti) ~ r+ Cl 9 w ~ -..J ~ .i::,. I 0 O'I ~ -0 z -..J I / ~ -..J O'I ~ 0 ,:: ! ~ ' ,,·,; ' ,, ~-~------- ' • ' 1. CONSTRUCTION NOTES (J] CONTRACTOR SHALL REMOVE ALL EXISTING GLUE-DOWN DELINEATORS BETWEEN TAMARACK AVENUE AND CHESTNUT AVENUE. [Ij INSTALL 4" SQUARE TWO-WAY BLl)E REFLECTIVE PAVEMENT MARKERS AT 2' OFF MEDIAN CURB. DETAIL 38, 250 L.F. DETAIL 12, 375 L.F. IGRl375 L.F. IGRl225 L.F. ---◄BUS I I /$ ' ' R5-2 : R20D-1 (MOD)(CA) CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 GR 480 L.F. R3-7(RT) R26(S)(CA) ~ ._o ...... c~ DETAIL 38 250 L.F. GR 225 L.F. DETAIL 38A, 480 L.F. GR 195 L.F. GR 375 L.F. R26 S)(CA) ~-R81 CA) DETAIL 38A, 50 L.F. IGRI 65 L.F. IGRI 1250 L.F. IGRI 1250 L.F. DETAIL 12, 1250 L.F. ,... .,-.-..-..... MATCH EXISTIN STRIPING GR R W 14' ---•-•------------------ R3-7 RT) R26 S C~)__ DETAIL 39, . 480 L.F. R26(S)(CA) !R81(CAj ---=---t- 14' 12' 1 12•· DETAIL 12, 825 L.F. DETAIL 378, 200 L.F. ----!--- " ---- ---- DETAIL 39A, 155 L.F. DETAIL 12, 155 L.F. ____ RIW j ----·-,rn····----~gs--·------------------------------497--· ~ 498 _, ,, ,,(w? 1 _-:::.;.·_1;;.;G.;_R..;l)---;_=--~,,--1-;'-:--~----_:-::-~-G-~--:-~IG_R_l)--.-;~-,,-.--::-~----~-~--GR-~--.:: __________ ....;.. __ ,;__ _ _;_ __ _;;__....;;___...:...''-__ _,i:-. ,, ' ~99 ,, -'18' ,, ,, ,, ,, ,, I I I I RAISED-MISDIAN 501 -::::i,., ,, • -- --- DETAIL 25 L.F. 12' --- I I /$ R26~S)~CA). R81 11 ~R26(S) CA) ,~CA /~ W9-2(LT) LEGEND (SHEETS 38 TO 39) :: ___ --__ .• ::{EXISTING STRIPING TO BE' REMOVED _ {EXISTING STRIPING f.} EXISTING DELINEATOR TO BE REMOVED EXISTING ROADSIDE SIGN EXISTING PAVEMENT LEGEND ---= f ROPOSED STRIPING -.-PROPOSED ROADSIDE SIGN INSTALL TYPE IV(L) PAVEMENT ARROW AS INDICATED INSTALL TYPE IV(R) PAVEMENT ARROW AS INDICATED INSTALL TYPE Vll(R) PAVEMENT ARROW AS INDICATED NOTE FOR SIGNING AND STRIPING GENERAL NOTES, AND LEGEND, SEE SHEET 37. ,'::-1 ___ j 40 0 I i 80 100 12' 12' .1· ,:;, =·o11 : ... -...:.:.:.- 12' - -- IGRl825 L.F. R2-1(55) ---R7-9o(MOD) -- IGRI 825 L.F. R/W DETAIL 12, 825 L.F, DETAIL 12, 825 L.F . DETAIL 39, 825 L.F. 675' TRANSITION ----- -----------I --~r: -- ............ __ _._ --------------------------------------=-----------------------·:--: .. :-----__ 7 I 1 .. _ -~ .. /~ RL R26(S)(CA) .. _ ---=----~ --~ _ ··-... •·---==~,,,,,,,,,,;;;;;;~;: i -----<,,O 0~ · R81(CA) -----<~--=-<-':.>-,, 510 61 I R7-9o(MOD -------,---/ DETAIL 12, 1250 L.F. DETAIL 12, 1250 L.F. LEGEND CONTINUED: U INSTALL "AHEAD" PAVEMENT LEGEND AS INDICATED I t Ill ijij ~ ~ SNS ® LINSCOTT LAW & GREENSPAN engineers . : . : . I INSTALL "AHEAD" PAVEMENT LEGEND AS INDICATED INSTALL BIKE LANE PAVEMENT ARROW AS INDICATED INSTALL "LANE" PAVEMENT LEGEND AS INDICATED INSTALL "BIKE" PAVEMENT LEGEND AS INDICATED REMOVE CONFLICTING EXISTING STRIPING BY GRINDING. ALL DEBRIS SHALL BE REMOVED BY THE END OF EACH WORK DAY. REMOVE AND SALVAGE RELOCATE STREET NAME SIGN TRAFFIC SIGNAL , 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. J4:~ R.C.E. 43595 4/17/14 DATE LINSCOTT, LAW & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 100 San Diego, Ca 92111 (858)300-8800 STRl-6291.DWG Drawn By: DVS (858)300-8810 (FX) 4/17/14 Checked By: JPK '·-' DETAIL 39, 1250 L.F. - IGRI 1250 L.F. ------- -- - -~ ..... :~ .;;: .;: -~--------=-------·:-----~~ ~ ----:;,--,,,<..__~-~ --=-------,,====.-=::::::--::.,,.,,.,, ___ -:::_ ---.. - -3::::~~, ':.., ... , --==:e=::=::c:. -1~5' .. ___ -t1'-t4,,,,,., 11 .... -...... ________________ • - -.:.:.-:::.: .... . "'1'4'•5!,,,,,,,";';;,,_,,,,,:;;:; .,. 1-..::.. .::: .. :-u --------_ ---------·S.-15:::::::::::,::::---•::::::-:: _ 11,5! •. LIJ ------------------11:·S·' -,:_, -::::::::::=1::1l51,., ~ fJ/ --------------------------·-···----..!._l-,5, :::_-----14' ..,, /:'; ----·----------------------., C1 -----------11 5' ----.. .:C ;r: -..... --¾·::--·-------------------::::_11.51 () 0 ·----------------------------~ -11.5' /.,;;;,, !JI ...... _ -$ . ,----------11.,Q.'.. < IGRI 1250 L.F. SIGNS (THIS SHEET ONLY) --~r. R7-9a(MOD) SPEED LIMIT R2-1 (55) 55 RIGHT LANE MUST R3-7(RT) TURN RIGHT ~R5-2 ® R7-9o (MOD) &10 BIKE LME /1\ DATE INITIAL EN,GINEER OF WORK OVER 7 TONS R20D-1 G.V.W.R. (MOD)(CA) l7l R26(S)(CA) = BIKE LME R81 (CA) !ENDJ R81B(CA) ◊OM1-3 ~R3-2 ' EMERGENCY VEHICLES R6-4 ONLY (MOD) W3 3 - 0 THRU TRAFFIC MERGE W4-7(RT) RIGHT l!llR4-7 . DATE LANE ENDS MERGE LEFT I\ RIGHT LANE TURNS RIGHT AIJEAO INITIAL DATE W9-2(LT) SS-1 ENGINEER OF WORK W11 (RT)(CA) IL~ 4/17/14 P.E. 43595 EXP. 12/31/14 DATE "AS BUILT" W73A(CA) P.E. EXP, DATE REVIEWED BY: INSPECTOR DATE 1 s~TI CITY OF CARLSBAD ~ TRANSPORTATION DEPARTMENT 7 EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE SIGNING AND STRIPING• ... • . ·-' . ., i~ . APP~x'~MSKI . +/~1 ~rY. ENGINEER PE 41204 EXP.3/31/15 DATE DWN BY: PROJECT NO. INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: I 3957 I DRAWING NO. 460-6 L __ . " ~ • 0 ~ $ V, 0 0 -:::r ~ (I) :E 9 (I) ~ ,+ G') r w ! 00 .,:. i, 0 °' ~ -0 0 ...... I / ~ ...... °' ~ ~ (·~Cc ~-------------------------------------------------------ccTioPP0077~-2~2/iHJrlDiP'l0)7.7--0:02~1/SiulPP0:077-l-OM41iiHHMMPPOi07~-0mia CONSTRUCTION · NOTE [j] CONTRACTOR SHALL RE'.MOVE ALL EXISTING GLUE-DOWN DEUNE:ATORS BETWEEN TAMARACK . AVENUE AND CHESTNUT AVENUE. DETAIL 39, 1300 L.F. II] INSTALL 4• SQUARE TWO-WAY BLUE REFLECTIVE PAVEMENT MARKERS AT 2' OFF MEDIAN CURB. RL R7-9a(MOD) DETAIL 12, 1300 L.F. 525' TRANSITION EL CAMINO REAL ------- DETAIL 12, 1300 L.F. ---- . -g• ···-········ ·······-·-·--·······--······-··-·-·······-··. ---· --······-···-·····--·····T;5-... ··········-·-··············· ·-······ ·······-····· ,o _,.RL ~~z~~lf;A;:') -----1~-o-~R~'(_~--() , ···············-....... ........... · _ _ ······ . . 0..,. Io It) , ·;; ··rr:5• _ _ _ _ _ _ _ _ _ -• ::-.::-.::-.::-.::-_::-_::-.••• .::-.::-.::-_::-.::-.::--=-.::--=--=--=--=-11.5-;: 1 ··--·.::.. •·:::... ···-····-···-··········-····-···----------.________ · -~ .,.,, /§ J . ~ ~ :.:;~-=:~, ".::c '" :C. "~ii~:;t:i··ir='°~ :t~::;·;,c:. ___ :;., ... ,,;;: .... , -~,..= ....... .. .. :;; .,:;; ... .,,;, ... ~~-:~-,c~-ry2--.. =--= -=-~ -~ :::~ ------~---·=-cc_.. ~ ": ~;c·· :": ~ , ; -~ .:'.'.-:'.'.'."··:::·-~ =-=-_-2:::1" ~ I::;:. ~ -1 1.5' --· 1::: ··--± 11.5' -.. r-50' I ::::E 11.5' l• •1 .. 11, ....:. R/W -- STGNS (THIS SHEET ONLY) ◊OM1-3 SPEED LIMIT R2-1 (30) 30 l~H118I OM2-1 H (§vR1-1 SPE;ED LIMIT R2-1 (55) 55 RIGHT LANE M MUST R3-7(RT) TURN RIGHT R1-2 rar]R26(CA) E DO NOT R4-1 PASS l!l]R4-7 ® R7-9a (MOD) &kl BIKE LANE ![] R26(S)(CA) l][J ~R81(CA) ~ W2-2 ~R3-2 R7-9a(MOD) -- W3-3 LANE ENDS MERGE IGHT W9-2(RT) EM~CY VEHICLES R8-4 ONLY (MOD) DETAIL 39, 1050 L.F. DETAIL 12, DETAIL 12, -------- DETAIL 39, 1300 L.F. DETAIL 12, 1300 L.F. DETAIL 12, 1300 L.F. IGRI 1300 L.F. IGRl1300 L.F. [GR[ 1040 L.F. - I RS [ R3-7(RT) R26(CA) 12' 12' 12' ~W54(CA) [RslR1-2 ---- MATCH EXISTING R7-9a(MOD) STRIPING DETAIL 22, 180 L.F. -.. -··--- ----=:::::::::: RS OM2-1H - RS OM2-1H DETAIL 39A, 100 L.F. <t•"{"'l R/W -=\-----12' -MATCH EXISTING 12' -STRIPING -12· 1-=--------=.-----------:;-;:;,.,J 541 10' 5. 8 12' 12' 12' w wt z~ _J ffi I~ () ..J ~~ ::::E DETAIL 39, 865 L.F. -------.;!._--_-_-_-_-------i.i [GR[970 LF. "/"-~/.---; -----.1 ----,--,~,----= ~. ~l ·, -------R7-9a(MOD) /...,,___ ---- "" .. ----·--···-·-r----·-···-·---····-·a· ------.. - R7.:9a(MOD) DETAIL 12, 1060 L.F. DETAIL 12, 1060 L.F. IGRI 1065 L.F. IGR[295 L.F. W11 (LT)(CA) -¼: W54(CA) NOTE FOR SIGNING AND STRIPING GENERAL NOTES, AND LEGEND, SEE SHEET 37. LINSCOTT LAW & GREENSPAN engineers l'o ~ DETAIL 38, 250 L.F. IGRl160 LF. w w z _J :c () 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. of{f;~g. 4/17/14 P. KEATiNG R.C.E. 43595 DATE LINSCOTT, LAW & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 100 San Diego, Ca 92111 (85B)3DD-88D0 (858)300-6B1 D (FX) DETAIL 39A, @fil 200 L.F. GR 95 L.F. I-I (!) ii: c,: L,J a. a. ::::, L,J L,J (/) MATCH EXISTING STRIPING GR 100 L.F. R/W ---;t::::::==:z::.:===1-=-:-::.:-::::::'.::'.:::: DETAIL 39, 100 L.F. / L / --, i-.. , ---- MATCH EXISTING-/ 12' ---. 12' --STRIP.ING --- 12' 2 10' " 643 I a' 777'. p; 12' -:-12· El:. GAMl·NO -REAL ------12' 7' ·------R/w /1\ DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK 40 0 I -~ LLG 3-076291.1 STR2-6291.DWG 4/17/14 --:-1 VS Checked By: JPK 40 60 80 1 QQ ....____;D:.:•cc••9eccn•:.:d...;B;,.;y:...;Jc;;;SM.;.__..._ __ Dr_aw_n_B~y:_D __________ _ 1- :) Ww ~~ zw I-:) (f)z R2-1(30),. .,jo CATALINA' DRIVE . DATE 18' o· 12 '"' INITIAL DATE • DETAIL 22 SS-2 100 L.F. ENGINEER OF WORK g;_# " 4/17/14 P.E. 43595 EXP. 12/31/14 DATE \\I R26(CA) - "AS BUILT" ~s1 -- P.E. EXP. DATE REVIEWED BY: INSPECTOR .. DATE ~ CITY OF CARLSBAD ~ TRANSPORTATION DEPARTMENT 7 '9 EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE SIGNING AND STRIPING 'APP~ Bv.~AN~ ~.'1'. ENGINEER PE 41204 EXP.3/31/15 ~ DATE DWN BY: PROJECT NO. INITlAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: I 3957 I DRAWING NO. 460-6 ~ • ~ V, • C ;; ~ $ l'D :E l'D $ r+ G) □ ~ w 9 \0 .i::,, • N 0 C'I r ! ..... 0 ...... I C'I ~ ...... / ! 0 ., : ; ! -- EQUIPMENT SCHEDULE CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 STANDARD PLACEMENT DIMENSIONS LOC. MASTARM TYPE B. E. C. " SJG. LUM. I @ 1-A 8' 3' " (10') SIGNAL MOUNTING AND PLACEMENT REMARKS VEHICLE PEDESTRIAN .POLE MASTARM SIGNAL PPB TV-1-T SP-1-T ALL NEW EQUIPMENT ¢5• ¢6P ill3P 1 ·--11. 10". 11-1 • 1-,. ______ L> .. ,~. ] 10' CROSSWALK rE-I PHASE SEQUENCE DIAGRAM VEHICLE AND + ·1r i~~ _J <1---l> NOT NOT PEDESTRIAN <1---l> USED USED MOVEMENTS NEMA PHASE DESIGNATION ¢1 !112 !63 ¢4 !65 !66 ¢7 ¢8 SEQUENCE WITH DETECTOR ASSIGNMENTS CONDUCTOR SCHEDULE* DETECTOR FIELD p SLOT AWG SIZE H NUMBER PHASE NUMBER TERMINALS POLE OR OR A 1 !62 VIDEO CABLE TYPE s CIRCUIT 2 ¢2 VIDEO E 3 ¢2 VIDEO N0.14 CABLES POLE -A -! i' ® ----· 20' 15' 12.5' 4' 17-3-100 -TV-2-T SP-1-T ALL NEW EQUIPMENT !64( 17') !63 MAS !63.l ill3P ill6P "El Camino Real" 150W INDUCTION =-------'-/ T"~c OLE l, r-7 r-7 1 I I I I B CALLS ON ALL PHASES ~¢1+¢6~ llll1+ill5ill2+ill6H !63 H !64 !62+¢5 I 4 ¢5 VIDEO C POLE -B 0 C 5 ¢4 VIDEO © 1-A (1 o') AS SHOWN 'IV-3-T SP-2-T ¢4 115e ¢8 9l6P 9l8P ¢6P REMOVE AND SALVAGE EXISTING EQUIPMENT ¢8P I I I _J __ l BCR DETAIL "A" @J i---FACE OF CURB 6 ¢4 VIDEO N 3 0 POLE -E 7 ¢6 VIDEO D N POLE -F u D 8 ¢6 VIDEO C u POLE -H 9 ¢6 r ® 26-4-10 45• 15• AS SHOWN SV-2-TB MAS !61e SP-2-T 116 ¢8 MAS !66 9l4P ill6P MAS 9l6 914P REMOVE AND SALVAGE EXISTING EQUIPMENT ¢6P "Chestnut" 150W INDUCTION VIDEO DETECTION ZONE POLE LOCATION DETAIL OPTICAL DETECTOR ASSEMBLY EVPE TO BE MOUNTED 7' FROM END OF MAST ARM VIDEO T 12 C POLE -J 10 1111 VIDEO 0 T POLE -K 11 1118 VIDEO R 0 i 1-A (1 o') -20.5' -4' . ® 61-5-106 60' 15' -20.5' 4' ® ® ·1-A (1 O') 8' 3' -12.5' -2' · <D 17-2-·70 20' 15' -14' .3' 019-3-100 20' 15' -16.5' 3' . ® 29-5-70 50' 15' -9.5' 4' TV-1-T ¢3e SV-1-T !66 lV-1-T !61. TV-1-T ill1 e SV-1-T ¢4 SV-1-T !64 SV-2-TB i!l2 !64• e = RED ARROW, YELLOW ARROW, GREEN ARROW MAS ill1e MAS !66 MAS !66 MAS ¢4 MAS !64.l MAS !62 MAS !62 MAS ¢5e .l = 4-SECTION VEHICULAR SIGNAL HEAD, SEE DETAIL "B" THIS SHEET. NOTE: SP-1-T ALL NEW EQUIPMENT ¢4P ill6P SP-1-T ALL NEW EQUIPMENT ¢6P ill4P "Chestnut Ave" 150W INDUCTION SP-1-T REMOVE AND SALVAGE EXISTING EQUIPMENT ¢2P ill4P SP-1-T ALL NEW EQUIPMENT ill2P ¢4P SP-1-T REMOVE AND SALVAGE EXISTING EQUIPMENT ill2P . 114P "El Camino Real" 150W INDUCTION SP-1-T ALL NEW EQUIPMENT ill2P ill4P "El Camino Real" 150W INDUCTION SP-2-T ¢2P NEW EQUIPMENT, REPLACE EXISTING IISNS WITH NEW 112P t/J3P !113P NON-ILLUMINATED SIGN "Chestnut Ave" 150W INDUCTION 1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE SPECIFIED. ~~A,---- 2. CONTRACTOR SHALL POTHOLE FOUNDATIONS PRIOR TO 3"C, 1 SIC (6PR#19 COPPER CONDUCTOR) TO CONTROLLER AT EL CAMINO REAL/TAMARACK AVENUE INTERSECTION (APPX. 4500 L.F.) ORDERING POLES AND MAST ARMS. --OE--OE NOT TO SCALE 8' -!!I!!' li1I 0 EL CAMINO REAL 12' 12' 12' @JccvPE ¢1+!66 ........ 7 ~6 LOOPS ---~-·-· ------.-RA-IS_E_D_.M_E_D_IA_N __________________ -:+:~---8,--------0 R73-2(CA) 537 538 539 54 ~====~~======-:::::--,==========='F==='"'=-===i===========;;::::==r-=;:;:==~=+-=+\\--l------1---~,p' ,A.. r-~-:....---r:::.--~,,. 7 ,-... r::.v ,,.,,· ~ 10' ill5L_'-~Z 1.4.~ _ ---1 w 0 12' ~ 4 LOOPS r-rr-;::-~ -, ,, ...... AB Is LOOPS RS FA BY OTHERS AB-121 ASTRO MINI-BRAC OR EQUAL 3M "OPTICOM DETECTOR" APPROACHING VEHICLES .-.::--1-r MAST ARM STAINLESS STEEL BAND ~ - 2P ill2P I12U T8-4 & COM6 3P t/J3P I13L T8-8 & COM9 4P t/J4P I12L T8-5 & COM6 6P t/J6P I13U T8-7 & COM9 EVC ¢1+¢6 J12L T9-5 & COM6 EVA ¢2+¢5 J12U T9-4 & COMB EVB !64 J13U T9-7 & COM9 EVD ¢3 J13L T9-8 & COM9 FLASH I14U T8-10 & COM12 •CALL DELAY CAUTION: CONTRACTOR TO AVOID SDG&E EXISTING UNDERGROUND FACILITIES AND CABLES. -------2"C, 1 DLC R TOTAL CABLES - 3 CON / 12 CON 10 LUMINAIRES 8 GROUND 6 SERVICE 2 LOOP TYPE "B" DLC 6 LOOP TOTAL 1+6 EVPE 2+5 EVPE DLCM 4 EVPE 8 EVPE TOTAL COAX (VIDEO DETECTION BELDON 8281) VIDEO POWER (3#16) SIC (12PR#19) TOTAL CONDUCTORS / CABLES * REMOVE ALL EXISTING CONDUCTORS PULL NEW CONDUCTORS AS SHOWN ALL CONDUIT IS NEW UNLESS OTHERWISE SPECIFIED ---se ~S-,--8,~6 ' L...: :...J'fl c:::-------""?'---.c< .-......---- __ _.A-__ 13• 12' A ~ v'> -'Asl 3 LOOPS I A ~ . > 'V ' r-r7 ___ 7 l I J-_J I 0 1,( -1° 11 1 r91 1 L -' I~\ l )-::J 1/6 li"j::: <t --I - ' \ \\ [J /i @)4 LOOPS 12' ~:) ~RYC~~ ---J /-=:----------------------------------------j-- !64 ~ 'FJ] .. -7JE_<:~·=·=~Jio'.... 18~· 5f1 512 ~;,- 1 RAISED MEDIAN 1 5 EVPE 7RC r[J . 1112+¢5 12' ~ 2 0 2 4 1 1 1 1 0 0 2 0 2 1 . 1 1 1 1 1 1 2 0 1 1 1 1 1 1 1 1 0 1 4 2 0 1 2 4 1 0 1 2 4 1 0 0 0 0 0 0 10 17 33 11 10 NEW NEW NEW NEW NEW 2"C, 1 DLC R/W !66 544 405' TO I ~ LIMIT LINE I ,: ¢2 :.--i'IAB 3 LOOPS T 12' I q '-~ I ~J \\ H1 j1l ¢21 111 ~JI 111 --... I ~ ✓t-12' w 0 12' EXISTING 2"C, I I -" I --r 11 'i n 11 ,,....., I I --... L_ l~~....z,~J '-J -"""",-._ ,, , CB "•¢ \ \,2::1 ' -. w 2#6(SERVICE), ,r-;a" i:::'.:::========·==*==-=================;;==311;:==~8=, ,:10(LIGRTING) -----------R/W , 2"C, 1 DLC ·-·----------,----- CONSTRUCTION NOTES 'THIS SHEET ONLY) IJJ INSTALL TYPE 170-ATC COLDFIRE CONTROLLER IN MODEL 332 ALUMINUM CABINET INCLUDING THE NECESSARY ACCESSORIES TO PROVIDE THE PHASING AND OPERATION SHOWN ON THIS PLAN. THE CABINET SHALL H_AVE 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 PROGRAMMNG CHIP, TWO MODEL 752 DUAL PRIORITY DISCRIMINATOR CARDS, TYPE 200SA LOCAL INTERSECTION CONTROL PROGRAM AND EDI 2010ECL .CONFLICT MONITOR UNIT. AN UNINTERRUPTIBLE POWER SYSTEM (UPS) SHALL BE INSTALLED IN THE CONTROLLER CABINET. THE UPS SHALL PROVIDE A MINIMUM OF 8 ,HOURS RED FLASH OPERATION AT INTERSECTIONS USING RED LED SIGNAL INDICATIONS .AND PROVIDE POWER CONDITIONtNG TO THE CONTROLLER (CLARY SP 1000 SERIES OR APPRPVED. EQUAL). BATTERIES FOR, THE UPS SHALL BE HOUSED IN A NEMA 3R RATED CABINET MOUNTED TO THE SIDE OF THE MODEL 332 CABINET PER CALTRANS SPECIFICATIONS. A. BROADBAND RADIO WITH INTEGRATED PANEL ANTENNA SHALL BE INSTALLED. A MANAGED SWITCH WITH INTERNAL DC POWER SUPPLY SHALL BE INSTALLED. BATTERY CABINET DOOR SHALL BE EQUIPPED WITH A BEST COMPANY LOCK CORE AND LOCK. [II EXISTING METER PE:DESTAL [Ij RELOCATE EXISTING R73-2(CA) SIGN TO NEW LOCATION · AS SHOWN ON PLAN. III INSTALL MAST ARM-MOUNTED SIGN PER CALTRANS STANDARD PLAN ES-7N, DETAIL •u•. SIGN TYPE AS NOTED ON PLAN. i @J INSTALL SINGLE CHANNEL E.V.P.E. DETECTOR UNIT (OPTICOM MODEL 711 OR APPROVED EQUAL). CONTRACTOR SHALL FURNISH AND INSTAl.,L E.V.P.E. EQUIPMENT, MOUNTING HARDWARE, CAi;lLE AND ALL OTHER HARDWARE NECESSARY. SEE DETAIL "B" THIS SHEET. II] FURNISH AND INSTALL NON-ILLUMINATED STREET NAME SIGN. SEE TRAFFIC SIGNAL GENERAL NOTE #11 FOR LEGEND. USE UPPER AND LOWER CASE LETTERS. - [Ij IN.STALL ViDEO DETECTION SYSTEM (ITERIS VANTAGE EDGE 2 OR APPROVEO . EQUAL) TO PROVIDE VEHICl.,E/BICYCLE D~ECTIO.N FOR ALL APPROACHES AS SHOWN ON PLAN, INCLUDING VIDEO DETECTION PROCESSORS AND VIDEO MONITOR IN THE CONTROLLER CABINET, VIDEO DETECTION CAMERAS AND ALL WIRING AND ANCILLARY EQUIPMENT. VIDEO DETECTION CAMERAS SHALL BE MOUNTED ON SIGNAL MAST ARMS (USING MANUFACTURER-APPROVED RISER). VIDEO DETECTION SOFTWARE SHALL BE LATEST VERSION. III REPLACE EXISTING PEDESTRIAN SIGNAL HEAD TO COUNTDOWN TYPE. CONTRACTOR TO VERIFY TH.AT ,EXISTING PEDESTRIAN SIGNAL HOUSING UNIT CAN ACCQ.MODATE NEW COUNTDOWN TYPE PEDESTRIAN SIGNAL HEAD. IF NOT, REPLACE THE ENTIRE PEDESTRIAN SIGNAL HOUSING UNIT AS WELL. ~ co'NTRACTOR SHALL REMOVE AND REPLACE EXISTING 2·c WITH NEW 3"C AS SHOWN ON PLAN. ,cbNSTRuc;'noN NOtES CONTINUED: -'. ·---. .. --- -EXISTING 2·c.~ ~LC;-.---E-XI_ST_IN_G_2_-:-C,-1 DLC 2if6(SERVICE), 4#1 O(LIGHTING) 11 ol CONTRACTOR SHALL REMOVE EXISTING IISNS AND REPLACE WITH NON-ILLUMINATED ALUMINUM STREET NAME SIGN. SEE TRAFFl~NAL GENERAL NOTE #11 FOR LEGENO. USE UPPER AND LOWER CASE j LETTERS. IT] INSTALL 4-SECTION VEHICULAR SIGNAL HEAD. SEE DETAIL "B" THlr SHEET. 1121 CONTRACTOR SHALL REMOVE ,EXISTING VEHICULAR SIGNA.L,._ HEAD A D REPLACE -· WITH NEW VEHICULAR SIGNAL HEAD AT POLE LOCATION (!9. NOTE I-:::, zw 1--=>L (I) z FOR TRAFFIC SIGNAL GENERAL NOTES AND LEGEND, SEE SHEET 37. ~w . 0~ DETAIL "B"II2J 4 SECTION VEHICULAR SIGNAL HEAD Ro yo Go ·GA ~ POLES@& Q) MAST ARM MOUNTED SIGNS ~ R3_4 ~ R73-2(CA) POLES Q) & (f) POLES (f) & @ I I 20 40 50 TRAFFIC SIGNAL INSTALLATION NOTE: IF SIGNAL IS 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). · DESIGN SPEED: EL CAMINO REAL = 55 MPH DESIGN SPEED: CHESTNUT AVENUE = 30 MPH LINSCOTT LAW & GREENSPAN engineers LINSCOTT, LAW & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 100 San Diego, Ca 92111 (858)300-8800 (858)300-8810 (FX) TS1 -6291.DWG 4/17 /14 Designed By: JSM Drawn By: DYS Checked By: JPK 12' SPECIAL NOTE ALL NEW PEDESTRIAN SIGNAL HEADS SHALL BE COUNTDOWN TYPE AS REQUIRED BY THE CITY ENGINEER. 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 PROFE.SSIONS. 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 RC:VIEW ONLY AND DOES NOT RELIC:VE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ~!l. 4/17/14 P. KEATif4G R.C.E. 43595 DATE -------:-R/W TS-1 ENGINEER OF WORK -cc~ I I P.E. 43595 EXP. 12 31 14 4/17/14 DATE "AS BUil T" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ISHEf7l CITY OF CARLSBAD I SHEETS I 1----+---+-----------------11----+----+---+---; ~ TRAN5PORTATION DEPARTMENT 77 l---+--+----------------11----t---t---t---j DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE TRAFFIC SIGNAL MODIFICATION ~B~A~ .. CITY. ENGINEER PE 41204 EXP.3 31 15 *oW OWN BY: ---PROJECT NO. DRAWING NO. CHKD BY: --,. 3957 460-6 RVWD BY: . ,.// ,,, ., , . ~ " ! • ~ Vl 0 .._ ::r ~ :e ,;:_ ID • ID 0 G') 1 .... q .i::,, • N 0 .i::,, r ~ a en 0 z iil ...... I en ;J, ...... ~ m / ~ ,. ,· ,··-... i LOC. STANDARD 1YPE MASTARM PLACEMENT DIMENSIONS EQUIPMENT SCHEDULE SIGNAL MOUNTING AND PLACEMENT REMARKS VEHICLE PEDESTRIAN B. E. C. >------~----+----~~-----< J' I=='½; ==='l=S=IG9. =LU=M=. l===t,==½==l=====P=O=L=E===½===M=··AST=. =A=RM===!===Sl""GN=AL====l==P=P=B=t==,=============l /,! Q\.A. ·. 29-5-80 55' 15' -6' 7' sv;;-r ~ !ri" SPlll~~-T NEW EQUIPMENT 1. \OJ MAS ill6 "Tamarock Ave" 200W INDUCTION 1· t------t----t-----t--+---t----t--+---------t===~===~-t-----+----t-----------------l ® 1-A (10') -6.5' ,: © 26-4-80 45' 15' -7' 9.5' 1-A (1 O') '10.5' 6.5' © 29-5-80 55' 15' 2' 9' © PPB POST 1-A (10') -24.5' -4' -12.5' -2.5' • ® 26-4-80 45' 15' -18' 6.5' CD PPB POST 1-A (10') -31' - -· 20' -6.5' TV-2-T SP-1-T EXISTING EQUIPMENT TO REMAIN eill3 ill4 ¢4P ¢4P SV-1-T ¢8 lV-2-T e¢5 ¢6 SV-1-T ill2 TV-2-T 11111)7 118 SV-1-T ¢4 TV-2-T 1>;!1 ¢2 MAS ¢3e MAS ¢8 MAS ¢2 MAS 112 MAS ¢5e SP-1-T ¢8P SP-1-T ill6P SP-1-T !il2P SP-1-T ¢BP SP-1-T ¢4P SP-1-T !il2P ¢8P 116P ill2P !il8P 112P 1114P NEW EQUIPMENT "El Comino Reol" 200W INDUCTION NEW EQUIPMENT NEW EQUIPMENT . "Tamarack Ave". 200W INDUGTION EXISTING EQUIPMENT TO REMAIN EXISTING EQUIPMENT TO REMAIN NEW EQUIPMENT "El Camino Real" 200W INDUCTION EXISTING EQUIPMENT TO REMAIN EXISTING EQUIPMENT TO REMAIN IABl4 LOOPS IABl4 LOOPS/"l,_ IJm 1,1 §j 1 LOOP I ),- 1 ( " ( '!ii I' '- I I AB t LOOP t PHASE SEQUENCE DIAGRAM VEHICLE AND r ~ l i i _J <1---1> l ti PEDESTRIAN <1---1> MOVEMENTS NEMA PHASE DESIGNATION 111 ¢2 ¢3 ¢4 ¢5 ¢6 ¢7 ¢8 SEQUENCE WITH CALLS ON (111 +¢6~ 1¢1 +ill5J-.r ¢2+\116 ¢3+117 ¢4+¢81 Jq¢4+¢~~ ALL PHASES ¢2+¢5 · ¢3+¢8 CONSTRUCTION NOTES DJ REMOVE EXISTING CONTROLLER AND REPLACE WITH NEW 1YPE 170-ATC COLDFIRE 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, 1YPE 200SA LOCAL INTERSECTION CONTROL PROGRAM AND EDI 201 OECL CONFLICT MONITOR UNIT. AN UNINTERUPTIBLE POWER SYSTEM (UPS) SHALL BE INSTALLED IN THE CONTROLLER CABINET. THE UPS SHALL PROVIDE A MINIMUM OF 8 HOURS RED FLASH OPERATION AT INTERSECTIONS USING RED LED SIGNAL INDICATIONS AND PROVIDE POWER CONDITION- ING TO THE CONTROLLER (CLARY SP 1000 SERIES OR APPROVED EQUAL). BATTERIES FOR THE UPS SHALL BE HOUSED IN A NEMA 3R RATED CABINET MOUNTED TO THE SIDE OF THE MODEL 332 CABINET PER CALTRANS SPECIFICATIONS. A BROADBAND RADIO WITH INTEGRATED PANEL ANTENNA SHALL BE INSTALLED. A MANAGED SWITCH WITH INTERNAL DC POWER SUPPLY SHALL BE INSTALLED. BATTERY CABINET DOOR SHALL BE EQUIPPED WITH A BEST COMPANY LOCK CORE AND LOCK. II] EXISTING METER PEDESTAL [II INSTALL VIDEO DETECTION SYSTEM (ITERIS VANTAGE EDGE 2 OR APPROVED EQUAL) TO PROVIDE VEHICLE/BICYCLE DETECTION FOR ALL APPROACHES AS SHOWN ON PLAN, INCLUDING VIDEO DETECTION PROCESSORS AND VIDEO MONITOR IN THE CONTROLLER CABINET, VIDEO DETECTION CAMERAS AND ALL WIRING AND ANCILLARY EQUIPMENT. VIDEO DETECTION CAMERAS SHALL BE MOUNTED ON SIGNAL MAST ARMS (USING MANUFACTURER-APPROVED RISER). VIDEO DETECTION SOFTWARE SHALL BE LATEST VERSION. • (I] CONTRACTOR SHALL REMOVE AND REPLACE EXISTING 2"C WITH NEW 3"C AS SHOWN ON PLAN. ~ CONTRACTOR SHALL REMOVE AND REPLACE EXISTING 2-3"C WITH NEW 2-4"C AS SHOWN ON PLAN. II) REPLACE EXISTING CONDUIT WITH NEW 3• CONDUIT AS SHOWN ON PLAN. II] REPLACE EXISTING PULL BOX WITH 1YPE 6E PULL BOX. AWG SIZE OR CABLE 1YPE N0.14 CABLES C 0 ~ 3 u C T CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 CONDUCTOR SCHEDULE* p H A s E POLE OR CIRCUIT POLE -A POLE -B POLE -C CONDUIT SIZE AND RUN 3" 3" 3" 4" 2-3" 2-4" 4" 3" 3" 3" & ffi ffi & & & & & & ~ C f---t--'--PO=-=L=E'-------,D~---t''----c::>i"'---711"'-7"''----c::¥-~i"'--71"~7""----;;,JL---7"~,1 0 POLE -E N f--+----7"'<,--¥----7i'"--7""--:,1"---7i'"--7",-----;;,f<'----::;,l"'----~----,>!'o---?I D f--+-'--PO.:.:LE=--____,,F~---t''-:¥---:,ll<'----,,/"'-:;,1-"-----,,,-,:.----,,/"::..--,;,1-"-----,,JL----7'-'i'-;,1 0 R 12 cuf---t-~P~O=LE=--~G~--t"-;;,/L---71"-:,,,)L---7!"=----c,,!L---7"~,IL----71'~,.fL---7' POLE -H T f--+---7"'(:---¥----7i'"--7""-----,1"---7""-----::¥.:----;;,i';:--7!"'----7""--::>l"'---?I o f---t--'--PO=-=LE=------,"°'I ;-,JL---7""-,71"'-:,,r"---7"L-71"'-:,,r"--,-;;,IL-71"'----,,r"----;;,I R POLE-J TOTAL CABLES -3 CON / 12 CON 10 LUMINAIRES 2 0 2 2 2 0 2 2 0 4 8. GROUND 1 1 1 1 1 1 1 1 6 SERVICE 0 0 0 0 0 2 0 0 0 2 2 LOOP 1 1 1 1YPE "B" DLC 6 LOOP 1 1 TOTAL 0000121010 1+6 EVPE 1 1 1 1 1 2+5 EVPE 1 DLCM 3+8 EVPE 1 1 4+7 EVPE 1 1 1 TOTAL 1 0 2 2 4 1 1 0 0 COAX (VIDEO DETECTION BELDON 8281) 1 0 1 2 2 4 1 1 0 0 VIDEO POWER (3#16) 1 0 1 2 2 4 1 1 0 0 SIC (12PR#19) O 0 0 0 0 1 1 0 0 0 II) CONTRACTOR SHALL REMOVE EXISTING lV-1-T VEHICULAR SIGNAL H~ MOUNTING AND REPLACE WITH lV-2-T VEHICU.LAR SIGNAL HEAD MOUNTING AT POLE LOCATION D • CONTRACTOR SHALL TRIM TOTAL CONDUCTORS / CABLES 8 3 1 O 15 18 34 12 7 3 10 EXISTING TREE TO ACCOMODATE NEW MOUNTING AS DIRECTED BY THE !TY ENGINEER. *REMOVE ALL EXISTING CONDUCTORS NEW NEW NEW NEW NEW NEW NEW NEW NEW NEW IA\ !=.'---'-,7:'---~ \fr\-1. '. -=.:;:;!4;!~~7'IT\t"7L--BE',!;f.)j~~--( ~ PULL NEW CONDUCTORS AS SHOWN /:-------_ _______ ~ >,---~~"g; "-.Q~~ @ _ ---"""""'-'-_. _______ __:_i 3"C, 1 DLI: ~-~---..-_.-""""'""""'------------=----'"""""""'......, ____________ ....-...._.. _ _ __ _ EL CAMtNo REAL ---- .. DETECTOR ASSIGNMENTS DETECTOR PHASE .)SLOT NUMBER NUMBER 1 ¢2 3 1>2 4 ¢5 5 ,¢4 6 ¢4 7 114 8 ¢4 9 ¢7 10 116 11 ¢6 12 ¢6 13 \116 14 ¢1 15 1118 16 138 17 ¢8 18 .1113 2P ¢2P I12U 4P ¢4P I12L . 6P ¢6P I13U 8P ¢BP I13L EVC ¢1+¢6 J12L EVA ¢2+¢5 J12U EVD \113+¢8 J 13L _EVB ¢4+\117 J13U .FLASH I14U •CALL DELAY .FIELD TERMINALS VIDEO VIDEO VIDEO VIDEO VIDEO VIDEO VIDEO VIDEO VIDEO VIDEO VIDEO VIDEO VIDEO VIDEO VIDEO VIDEO VIDEO VIDEO TB-4 & COM6 T8-5 & COM6 TB-7 & QOM9 TB-8 & COM9 T9-5 & COM6 T8-4 & COM6 T9-8 & COM9 T9-7 & COM9 TB-10 & COM12 c:::====-=--:..:====~===-:..:=-===:::=M .,,, ALL CONDUIT Is NEW UNLESS ~r--~::_~:_::_:_::...:_::...:_:_:_:_:_:_:_:__::...::..,__:'.:i~::~~;:;;;;;;:;;= OTHERWISE SPECIFIED -· EXISTING 1½•c, 12 PR#19 SIC TO CONTIROLLER AT EL CAMINO REAL/KELLY DRIVE INTERSECTION (APPX. 950 L.F.) --·- 9' 12' VARIES -- 3 EXISTING R73-2(CA) 10' ll5 r------.r--:i 7 L __________ ..J r------, 12· --I I I I ~ I I I 12' ¢2 I I L ______ J VARIES -··------------=-:-_-_-_-_-J ---------------------- ,-------, I .... I I 2 ....-I I I I I BIW - ---·- ----------1 -- --------f,;;;;---. ----= Vrt -.. -. -• -. ---s::: :;_ . @i __ - - - <( wj: I 3: ()g I::;: t::l -.... (I) ::!E (118 EXISTING R73-3(CA) EVPE 113+11~ IABl2 LOO S I8J ~~~~&A) 11 ' 1, I I EXISTING TRANSFORMER ~,;:pn MATCH LINE A 8 14' 6' 12· 12' 10· EVPE ll2+¢5 7' EXISTING 12' R73-2(CA) 12' 5 \\ 12' MAST ARM MOUNTED SIGNS Tl R73-2(CA) ., R73 NOUTURN -3(CA) [POLES@&@ :---I EXISTING 2"C, : / 2 6(SERVICE), POLES@ & @ I L 4f 1 O(LIGHTING), / 1 J8(GROUND) EXISTING 2"C, 3#2(SERVICE) ~------------~ CAUTION: CONTRACTOR TO AVOID SDG&E EXISTING UNDERGROUND FACILITIES AND CABLES. SEE UPPER LEFT,---------------------------, NOTE FOR TRAFFIC SIGNAL GENERAL NOTES AND LEGEND, SEE SHEET 37. LINSCOTT, LAW & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 100 San Diego, Ca 92111 (858)300-8800 (858)300-8810 (FX) 496 I 497 RAISED MEDIAN TRAFFIC SIGNAL INSTALLATION NOTE: IF SIGNAL IS NOT INSTALLED WITHIN ONE YEAR OF Cl1Y 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). 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 CONSISTIENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE Cl1Y OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 4/17/14 R.C.E. 43595 DATE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY DLC, 1 SIC 3"C, 1 SIC (6PR#19 COPPER I CONDUCTOR) TO CONTROLLER I AT EL CAMINO REAL/CHESTNUT . I -AVE;Nl:J!e-lNTE;RSE:0TI0N-(APP.X-,-, --1---+----- 4, 125 L.F.) I , -- ECR 1' l _____ ..., ] 10' CROSSWALK ~E-I l~.-r-_-7..,._r_7_...., T'"~oLE 1 I I I I B I I I _J __ L BCR VIDEO DETECTION ZONE --FACE OF CURB POLE LOCATION DETAIL NOT TO SCALE , TS--2 ENGINEER OF WORK cf':~ .. 4/17/14 P.E. 4.35~5 EXP. 12/.31/14 DATE "AS BUil T" P.E. __ _ EXP,----DATE REVIEWED BY: INSPECTOR DATE fSHml CITY OF CARLSBAD ISH~~TSI t---+--t----------------1--+---+--+--l L_±:_j TIRANSPORTATION DEPARlMENT r------i---r-------------------t---+---+--+---l EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE TRAFFIC SIGNAL MODIFICATION ~, .. '' * ' I , \' . I.' • ,, ,: !~ ij i I .I I ' I EL I IS 0 _J w co -----------/---~S"------+----+·-',--1---,1----,--------,--+-------------'------------f-------------n"!C------------1-----W I ' -w I ,,-------/ ---------------r---------------,--------------';;_:___.:._ ------------,-----. Cf) NOTES, I I I / I PAVING -IN.TEGRAL P-1 COLOR, ST AMPED 1-lEM 1-lYB 'Y' AS REQ'D @ 30" O.C. 5 GAL l.:sEE SHEETS LP-BAND LP-'i FOR PLANTING NOTES .$ Dl;:TAILS. :;?. $gE SPECIFICATIONS FOR ADDITIONAL INFORMATION. c;l. $1;_E CIVIL D~V'llNGS FOR ALL GRADING INFORMATION ANb HARDSCAPE DETAILS. ~ I w z C· . AS REQ'D 1-lYDROSEED SEED Ml>< 'A' NORTH ------------------·-------------- \ SCALE: 1 "= 20' _J I 0 ~ I~ 3916 Naml!II 5h:d Son ""8<>, CA 9"103 619.i94M77 ~ • 619.294,9965 LP-2 P-1 PAVING -INTEGRAL m+i=l++I COLOR, ST AMPED ( CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 TRI CON 24' BOX AS REQ'D Rl-lA IND 'P.L-' ~---:5::--::G---:Acc-L--+--'-1!).C..3"-0-,"--o=-.-c-'-. -==--1 ~ ~ AS REQ'D 1-lEM 1-lYB 'M' ' ' , ' ' , .--,-"--"--c:..:_:-l_____:_~...:.....:..:_:__=::__:._'.__-1, ,, 5 GAL ,;i 30' O.C. , ; : " ; RLA 2342 EXP. __ _ "AS BUil T" P.E. __ _ EXP--~- REVIEWED BY: INSPECTOR . LP-1· 03/17 /14 DATE DATE DATE ~ CITY OF CARLSBAD I SHEETS I ~====t===~============================t===j====±====t==j ~ ENGINEERING DEPARTMENT 77 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHE:STNUT AVE DWN BY: __ CHKD BY: __ RVWD BY: PLANTING PLAN PROJECT NO. 3957 I DRAWING NO. 460-6 ------- I,\ ' . ., ' ' •· :. If r , ' 1 TRI CON 24" E3OX FAYING -INTEGRAL COLOR, ST AMFEP NOTES, 1. .. SEE SHEETS LP-B AND LP-<! FOR PLANTING NOTES 4 DETAILS. F-1 2. $EE SPECIFICATIONS FOR ADDITIONAL INFORMATION. B. SEE CIVIL DRAV'llNGS FOR ALL GRADING INFORMATION AND HARDSCAPE DETAILS. --- --------- -·-···---- NORTH •s I 0 _J w co w w Cl) F-1 AS REQ'P 5 GAL AS REQ'P 5 GAL -- FAYING -INTEGRAL ffi:i:=t=FFf COLOR, ST AMFEP RHA IND 'F.L.' "'30' O.C. HEM HYE3 'Y' "' 30' O.C. -------- CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 ~- AS REQ'P HEM HYE3 'M' , ' ' , ; ~-=,..:....:::,::,=-=-+-'-'=:'--::-;-~=-----1 ,,, ,r I >,; >( >,; >,; 5 GAL "' 30 O.C. , " , TRI CON 24' E3OX ,._:_A:::.S,...:.R..::E:.::Q=-'P=--1----'-R-=-Hc:..A-=-:'-IN':='P-=-'-'F_.L_.'_7 0 0 5 GAL "' 30' O.C. ~ 0 C\I ... r--... .,-- I 0 a: <l'.: ·~ ~ _,,, ~ ----=--1--:::::::--...__ --- -- SCALE: 1 "= 20' 3916 Norrnel. 5tm:t Sm Dltso, CA 92100 619.294Mn fax•619,29+.9965 60 I --- NGIN :oj RLA 2342 EXP.--,--- "AS BUil T" P,E. __ _ EXP.---- REVIEWED BY: INSPECTOR LP-2 03/17 /14 DATE DATE DATE ~ CITY OF CARLSBAD ~====j====j==============================⇒=====~===~~====t====~ ~ ENGINEERING DEPARTMENT 1-EL CAMINO REAL ROAD WIDENING ~ L2-J DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL Cl TY APPROVAL TAMARACK AVE TO CHESTNUT AVE DWN BY: __ _ CHKD BY: __ _ RVWD BY: PLANTING PLAN PROJECT NO. 3957 460-6 ,I' ' ' ' ;: ,, ;; I r l ! '' .. ' l ' ' DOD VIS 'F' e, REQ'D @ 3b' O.C. !:'> GAL AS REQ'D HEM HY6 'Y' !:'> GAL @ 30 O.C. 10 TRI CON 24' 6OX A6 REQ'D RHA IND 'F.L.' !:'> GAL @ 30' O.C. FAYING -INTEGRAL F-1 COLOR, er AMPED • CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 HYDRO6EED A6 REQ'D MIX 'A' SEED . __ __;;;:o:\---· ---~~ - . -----... .... _-. .;;;-. ____ J ~ '-•------\-/m_-_· __ · _ ... ..!!. .• -----. ~ a.. _J 1-w w 1,------+------l------!-I Cf) NGIN :DJ RLA 2342 EXP. __ _ "AS BUil T" P.E,---EXP.--- REVIEWED BY: I () a: <( ~ LP-3 03/17 /14 DATE DATE INSPECTOR DA TE fsHEEll CITY OF CARLSBAD I SHEETS I 1-----+---+----------------+--+---+-----+--1 ~ ENGINEERING DEPARTMENT 77 l----+---+--------------+--+---+---1----1 EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE PLANTING PLAN ' j .: 'l ; j " H.,..-PRO5EEP AS REQ'P MIX 'A' SEEP NOTES, AS REQ'P RHA IND 'F.L' ,...-' ~-S-G_A_L_-+--.,,-30_'_0_.C ____ __,~ ,...-' TRI CON 24' 6OX ,__A_S_R_E_Q_'P_+-_H_E_M_H_.,..-_6_'_M_' __ _, , ; ;', ; , S GAL "' 30' O.C. ' ' , ; ' ' F-1 FAYING -INTEGRAL H-+++-n-H-1 COLOR, ST AMFEP • 3916 Noone! Sbffl Ssi °""'' CA 92103 619.294.4477 RIX•619.294.9965 "' 30' O.C. S GAL POP VIS 'F' S REQ'P "' 36' o .C. S GAL CDP 07-22/HDP 07-02/SUP 07-04/f-lMP 07-08 cl LO I -------------------a.. _J • 1-w w I (j) w w (j) w z NGIN :aj RLA 2342 EXP. ___ _ "AS BUil T" P.E. __ _ EXP. ___ _ REVIEWED BY: I () a: <( ~ LP-4 03/17/14 DATE DATE INSPECTOR DATE ~ CITY OF CARLSBAD ISHEETSI 1----+----+----------------1------t---+---+----1 ~ ENGINEERING DEPARTMENT 77 l----+----t-----------------+---+----+----+-----1 EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE PLANTING PLAN I. SEE SHEETS LF-8 AND LF-"l FOR FLANTIN6 NOTES 4 AP~·.. __ QL~ ....• 1:-vl;,P~_1,_ ... . .. DETAILS. ~ b~ ~ 1/:ad-1: 2. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 60 CITY ENGINEER PE 41204 EXP. 03-31-15 DATE .''' S. ,SEE CIVIL DRAY'IIN6S FOR ALL &RADIN6 INFORMATION I DWN BY: ---PROJECT NO. I DRAWING NO. AND HA.,,,..,SCAF. E DETAILS. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY ' .....,. REVISION DESCRIPTION : --3957 460-6 ' NOR T'H SCALE: 1 "= 20' ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY· iL.:================:__---------~~~,!:!__ '-------------~----~---=~---=--___ J:;;;~±==================~;;;;~~~~~~-~~~=========~=~:!J Vl 0 ;; :JE ~ C'I .i:,, u, .i:,, o en -o " I " en '••-.,., --~~-~--- zZL. __ AS REQ'P HEM HYE3 'Y' 5 GAL @ 30' o.c. NOTES, L SEE SHEETS LP-8 AND LP-Gf FOR PLANTINcS> NOTES 4 DETAILS. 2. $EE 5PEC.IFIC.ATION5 FOR ADDITIONAL INFORMATION. :3. SEE CIVIL DRAV'llNcS>S FOR ALL cS>RAC>INcS> INFORMATION AND HAR.DSC.APE DETAILS. ' ' ' HEM HYE3 'M' AS REQ'P ' ' '<.;c JrJr_,,. ' ' ' ' ' ' ' @ 30' o.c. 5 GAL POP VIS 'F' S REQ'P @ 36' o.c. 5 GAL 10 fRI CON 24" 60>< AS REQ'P RHA INP 'F.L.' 5 GAL @ 30' O.C. NORTH HYPROSEEP AS REQ'P MIX 'A' SEEP 40 I SCALE: 1"= 20' 3916 Namol"""' Ssl Dieao, C.. 92103 619.294M77 fox• 619.294.9965 ----------- CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 F-1 FAYING -INfEGRAL COLOR, sr AMFEP F-2 CONCREfE CURB ------ ---------~ --------------- LP-5 C.. NGIN~El3 OF WORK i------J,V, •• -t.:0 '/.f)n 03/17/14 RLA 2342 EXP. ----DATE "AS BUil T" P.E. ___ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE fSHml CITY OF CARLSBAD ~ f----f----+------------------,---+--+----+---l ~ ENGINEERING DEPARTMENT ~ >----t-----+-----------------~---+---+-----+----1 . /1\ DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE PLANTING PLAN APP~G~~~:,::I/L' ___ dJlf/4: CITY 'ENGINEER PE 41204 EXP. 03-31-15 DATE DWN BY: ---1 PROJECT NO, I DRAWING NO, DATE INITIAL DATE INITIAL CHKD BY 1---~~-+--~---1 ;___ 3957 460-6 OTHER APPROVAL CITY APPROVAL L'.R,_,V_.,WD""--'B"-Y!..o:-===' ~--------•~---~ !: ' .·! \:· [ l. ' ! ' : I • I L: i ,, 1-lEM l-lY6 'Y' @ 30" o.c. TRI CON 10 24" 6OX NOTES, I. SEE SHEETS LP-8 AND LP-Cf FOR PLANTING NOTES 4 DETAILS. ;2. SJ;:E SPECIFICATIONS FOR ADDITIONAL INFORMATION. B. SEE CIVIL DRAV'llNGS FOR ALL GRADING INFORMATION AND HAR.DSC.APE DETAILS. P-1 I ... .. 1-lYDROSEED AS REQ'D MIX 'A' SEED NORTH PAVING -INTEGRAL "-H-+-H-t-+i CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 COLOR, ST AMPED SCALE: 1 "= 20' 3916 Namal 5Rd: San Dlfa:), CA 92103 619.294.#77 ~ • 619.294,9965 I I '~ ___ /; ' t--\ ____ ~---I ! I ' . j -~---------] "'·"--~ ----~ --;-----_.z:==;== ,.......-.....,..._ ·~-_...,..,,--y \ AS REQ'D 1-lEM l-lY6\M1 ~ GAL @ 30' o.c. \ ~4-5 REQ'D Rl-lA IND 'P.LA , GAL @ 30' o.c . ~ -· \ --\ ~-,, - NGINEE :a) RLA 2342 EXP. --- "AS BUILT" P.E. __ EXP·-~- REVIEWED BY: INSPECTOR 'q" 5 C\I .... "' ,,... I (.) a: <( ~ LP-6 03/17/14 DATE DATE DATE fSHEE1l CITY OF CARLSBAD I SHJ~TS I 1--------+------t-------------1--------t-----1--1----------1 ~ ENGINEERING DEPARTMENT l--------+------t-------------l--------t-----1--1----------l EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE PLANTING PLAN $$1 1--------+------t--n;------------1--------t-----1--1----------1 CITY NGINEER ""PE 41204 .EXP. 03-31-15 DATE DWN BY: --PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY --~--<--~--, : --3957 460-6 OTHER APPROVAL CITY APPROVAL RVWD BY: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION '!,- ' I·' i! ' ' ' • r ' I .[, , j I f-!EM f-lY!.3 'Y' AS REQ'D ® 30" O.C. 5 GAL f-lYDROS!;:ED AS REQ'D MIX 'A' SEED ' NOTES, I .. SEE SHEETS LP-8 AND LP-"! FOR PLANTING NOTES 4 DETAILS. 2. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. B. SEE CIVIL DRAY'llNGS FOR ALL GRADING INFORMATION AND HARDSCAPE DETAILS. 2 24' E3OX I I ~ """"" TRI CON • AS REQ'D Rf-IA IND 'F.L.' / '----5-G_A_L-'----t-~®~3-0_'_0_.c __ ~----l,--,,.., / NORTH F-1 .. ------~- FAYING -INTEGRAL m=i+1+R COLOR, STAMFEP 0 I " " "'' --'" " ~ '916 --S!n DJeso, CA. 92103 619.294Mn · ftD< • 619.294,9965 60 I \ SCALE: 1 "= 20' 0 8 I I I I I I I I I I I -----· _I ___ _ CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 AS REQ'D AFT COR FLA TS ® 12' o.c. -·--~---... _ -- ------------- --------·--LP-7 ~-No, 2342 {( Exp,2/28/15 ,} or NGIN :0 RLA 2342 EXP. --- "AS BUILT" p_E, __ _ EXP--~- REVIEWED BY: 03/17/14 DATE DATE INSPECTOR DATE ~ CITY OF CARLSBAD I SHEETS I t------+----+----------------1---+----+---t------< ~ ENGINEERING DEPARTMENT 77 t------+----+----------------t---+----+---t------i EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE PLANTING PLAN I . ' , ' ' ' 'i' 1 ... l , i ' ' I 1:' ,, PLANTING NOTES I. REFER TO CIVIL ENGINEER'S UTILITY AND PRECISE GRAPING PLANS FOR UTILITY LOCATIONS AND FINAL GRAPING. IF ACTUAL 51TE CONDITIONS VARY FROM WHAT 15 SHOWN ON THE LANDSCAPE ARCHITECT PLANS, THE CONTRACTOR SHALL CONT ACT THE LANDSCAPE ARCHITECT FOR DIRECTIONS A5 HOW TO PROCl=EP. 2. EXACT LOCATIONS OF PLANT MATERIAL SHALL ElE APPROVED BY THE LANDSCAPE ARCHITECT IN THE FIELD PRIOR TO INSTALLATION. LANDSCAPE ARCHITECT RE5ERVE5 THE RIGHT TO ADJUST PLANTS TO EXACT LOCATION IN THE FIELD. 3. CONTRACTOR SHALL ElE RE5PON516LE FOR VERIFYING ALL PLANT COUNTS AND SQUARE FOOTAGES. 4. PROVIDE MATCHING FORMS AND 51ZE5 FOR ALL PLANT MATERIAL WITHIN EACH 5PECIE5 AND 51:Z:E 50 PE51GNATEP 13Y THE DRAWINGS. S. PRUNE NEWLY PLANTED TREES ONLY A5 DIRECTED 13Y LANDSCAPE ARCHITECT. 6. ALIGN AND EQUALLY SPACE, IN ALL DIRECTIONS, ALL PLANT MATERIAL WITHIN EACH SPECIES 50 DESIGNATED PER THESE NOTES AND DRAWINGS. 7. TREES SHALL 13EAR SAME RELATION TO FINISH GRAPE A& AT PLACE OF GROWTH. 8. ALL PLANTING AREAS SHALL ElE GRAPED TOWARDS PLANTER AREA DRAINS. SEE CIVIL ENGINEER'S PWG5 FOR MORE INFORMATION. ~-ALL TREES WITHINS' OF PAVING SHALL HAVE ROOT BARRIERS INSTALLED. 10. ALL PLANTING AREAS TO RECEIVE MINIMUM 3 INCH PEEP WOOD MULCH. II. FURNISH ALL DELIVERY 5LIP5 OF SPECIFIED AMENDMENTS TO LANDSCAPE ARCHITECT FOR Rl=VIEW, AS SPECIFIED. 12. FINISH GRAPES OF ALL 5HRU13 AREAS SHALL 6E TWO (2) INCHES 13ELOW ADJACENT CUR13, PAVEMl=NT, OR HEADER 13. VERIFY LOCATIONS OF ALL PERTINENT 51TI= IMPROVEMENTS INSTALLED UNDER OTHER SECTIONS INCLUDE PIPING AND WIRING. IF ANY PART OF THIS PLAN CANNOT 13E FOLLOWED PUE TO SITE CONDITIONS, CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTIONS PRIOR TO COMMENCING WORK. 14. CONTRACTOR TO 5U13MIT PHOTOS OF ALL TREES AND PLANT MATERIAL TO LANDSCAPE ARCHITECT FOR APPROVAL SIXTY (be>) PAY& PRIOR TO INSTALLATION, MINIMUM. THE LANDSCAPE ARCHITECT 5f-lALL NOTIFY Tf-lE OWNER IN WRITING OF PLANT MATERIAL ACCEPTANCE PRIOR TO DELIVERY AND PLANTING. IS. ALL PROPOSED LANDSCAPE AREAS 5f-lALL 13E PERMANENTLY MA.INT AINEP 13Y Tf-lE CITY OF CARL513AP. CD PLANTINC:i AREA PER PLANTING PLANS (2) 6' WIPE CONCRETE CUR13 ® "3 REl3AR-CONTINUOUS CENTER IN CUR13 <LAP 12" @5PLICE5) @ EXISTING VEGETATION @ 5U650IL COMPACTED 9S% TO MIN. 12" PEPTf-1 NOTES: INST ALL EXPANSION JOINTS AT 30' O.C. ~ CAULK SECTION .. 211:11-011 CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 PLANT MATERIAL LEGEND . 5YM130L 130T AN I CAL NAME COMMON NAME MIN. SIZE f-lEIGf-1" 5PRP. REMARKS DETAIL ZONE M~~RE • - . . . , . . . . . '• . . . . . .. •.• .. . -. , .. •,: ·.· . ... . .. ·,',TR!:;,ES .. ':. ,::-···: .· . : . . . .; :, . _·:,.. '·', . . . .. : . ' :·. ", ... " ·.·• ... , .. : -.---i TRI CON TR15TANIA CONFERTA 13Rl513ANE 130X •,. . .. ••' ., • ' -,_. • ·,·. ,< • • " •. • • •.· '· -·-··· . -. ·,: .... -·. . . . .;, . . . /,. ,. ·:. . . · ... • -:·, . :,, __ . . .: . :: . ,. .... . ..... '·. . , . 24' 130X le>'-12' S'-6' '• . -··: ,· . ·_.-: ·. -~ . ·--: ·--· ... ' .. / .: . ,· •' 5TRAIGf-lT TRUNK, FULL f-lEAP, GOOP COLOR, SUBMIT Pf-JOTO, 60' O.C. TYPICAL ,, ·-· ·.,•··. . ·, .. A, El . , . . .. ',, .. --.. ,_ . . -. . -. . ,. . 5HRUE36 · · : · .. . . . . , . .. · •, · , · .. · . . . . •.· · · · .. · . . •. '• ·.,. ·. .•.... . •, ,• · .·. · . . . . ·. '• : '· , ,; . .. . -. •,' ' --'• .. 2 be>' .. . ~ . ·• .. •. •, . : ·,• ' .. ,. • .. .. .. '' ,, 2 -o---1t-p"'""o-p_ .. -V-15-'P-,-n=.~v~',Fi;,p:;;~· o"'1~NCTI.E .!='".A ,:-A-'(''::;1'.'l::,i:!::c"".o?;)ITe,A---"--Tf-l_O_P_5_E_E_P_13_U~5-'-f-l-"_ .. _.;._·· --,'--S-G--'··~'-"L--''-"' ·,._··~· ,r,l-'-~-:_"""12-,-'r'·-'-·10"""·--·"-''i2'-i·.---•·:;,~;i~ ;-. 1 ~ '• ·_,,_' , , •• ~ O·~---1 ENC CAL ENCEL IA_,,c..__A_L __ IF_o_0 ___ 1"'1C_A __ t=e--us::-:f-l-.--::5~U--NF=L-o=w:-:::E=-:R=-----1--:::-s-G_A __ L __ t-1-0-• --12-•t--10-.-_-127, r---ffi,.,!..J'.!..,'.j,~ANEPPl13~,uDffi5H=r'Yr'li coicG~RRoo;,DNluNP5,--t---i--- r-------t------t-----""-~---t-----------t-----+----+---+--PFFO'-'FO"")n~CA;Og,)l~QS/-)R"'=..,.___=m-r-=-a=~+--C-+--- 10'-IS' 2 3' (• ;• ::; ,: : ;:>------1 f-lEM f-lYl3 'M' f-lEriEROCALLl5 f-lY13RIPA MAROON PAY LILY S GAL le>'-12' Je>'-12' CLUMPS, MAROON t-LOWERo, 30' o.c. f]f f /][ffe-----1 f-lEM f-lYl3 'Y' HEMEROCALL15 HY13RIPA YELLOW PAY LILY S GAL ie>'-12' 10'-12' FULL CLui~iP&, YELLOW FLOWERS, 30' O.C. I/,,.-/ ,",;.1-:-___, Rf-IA IND 'P.L.' RL~AHPAPY,,~IOLEPto INPICA 'PtNt-'PINK LADY' f-lAWTf-lORN S GAL 12 , IS' , ..!!..!.. AND ElU5HY 10 GROUND, , GOOP COLOR 30' O.C. C,P 2 2'-6' C,P 2 2'-6' C,P 2 S'-6' . . . . , . .. ·.· ,. . . .': •, ' ... .. ~-. ,:·. ._, •. ,. . :··.. •• .., ••• , '.· .-, ": ... .. ... • ... ,. •". •• •• ·-· •'• "-•. ···-:· ·.• ,, •', ·•••• .••.• ·.,· •• "··· <" •• • l , •• • • •,'. • ,•.,., • '• . , ···:. ::.::,·-•"' ,, .. ,.·•-"·· .... ··:···· .... _ •,;.-•·· •, "' .... _ ........ --· ... · ... _, ., ... .. . .. ',, ·. . . ,, ~[l's:\15=,',r:_ 1"-,Js,1\1j';-1 ~A_P_T_C_O_R __ ~_A_P_TE~N_I_A_C_O_RP_IF_O_L_I_A __ ~RE_P_A_P_P_L_E _____ ___,_F_L_A_T_5 _ __Jc_-_-_ _,__-_-_ _L__I...._/_:-'""' n-' .,,.:"'--LA_, 1_ '=',_ r<u_u· i_ t::.l..)_c.,_u_ii_i1'<_'-""'_, _ _j__P_--1._2 _ _1__10_• __ •CONTRACTOR TO 5U13MIT Pf-lOT05 OF ALL TREES TO LANDSCAPE ARCHITECT FOR APPROVAL. Tf-lE LANDSCAPE ARCf-llTECT 5f-lALL NOTIFY Tf-lE CITY LANP'5CAPE ARCHITECT IN WRITING OF PLANT MATERIAL ACCEPTANCE PRIOR TO DELIVERY AND PLANTING. ~~-NATIVE l--lYDROSEED MIX <ZONE 3): II 111 i 111 i BOTANICAL NAME, COMMON NAME, ARTEMl51A CALIFORNICA ENCELIA CALIFORNICA ERIOPf-lYLLUM CONFERTIFLORUM ERIOGONUM FA5CICULATUM E5Cf-15Cf-lOLZIA CALIFORNICA LOTUS 5COPARIU5 NA55ELLA PULCf-lRA PLANT AGO IN5ULAR15 5AL VIA MELLIFERA VIGIEIRA LACINIATA CALIFORNIA 5AGE13RU5H 13U5f-l SUNFLOWER GOLDEN YARROW CALIFORNIA 13UCKWf-lEAT CALIFORNIA POPPY PEERWEEP PURPLE NEEDLE GRA55 NO COMMON NAME BLACK 5AGE 5AN DIEGO SUNFLOWER MATERIAL AND FINIS!-! SC!-IEDULE KEY ITEM DESCRIPTION / COLOR PAVING STAMPED 4 COLOR INTEGRAL COLOR CONCRETE, 5T AMPED P-1 CONCRETE CONCRETE CUR13 b' CONCRETE CUR13 P-2 FINl6f-l COLOR AND PATTERN TO MATCf-1 ADJACENT PAVING NORTH OF PROJECT 51TE ON EL CAMINO REAL. PROVIDE TEST PANEL PRIOR TO FINAL INSTALLATION. 5EE CIVIL DRAWINGS FOR DETAILS AND MORE INFORMATION. NATURAL NGINEE :oj RLA 2342 EXP, -~- "AS BUil T" P,E. __ _ EXP, __ _ REVIEWED BY: ~ 5 C\I -r-... .,.... I () a: <( ~ LP-8 03/17/14 DATE DATE INSPECTOR DATE 3916 Hamal strm ,_,.....,,CA92100 619.29-IMn fax:• 619.29-1,,9965 fsHE_Ell CITY OF CARLSBAD I SHEETS I ~====~===t==========================!====t===t====t==j ~ ENGINEERING DEPARTMENT 77 EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT-AVE PLANT LEGEND & tNOTES APPR~,G:x'~~,~ 4/&(/tf 1----+----+-,,--------------l----L----l-----"L----' CITY ~ER ·P~ 41204 EXP. o;-31-15 DA1E DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: --PROJECT NO, I DRAWING NO, :1L-------~-------------------------------------------,--------------------------------~=EN=Gl=NE=ER=O=F=WO=RK~===R=E=V=IS=IO=N=D=ES=C=R=IP=T=IO=N===~o~TH~ER~A~PP~RO~VA~L:!::~Cl~TY~A~PP~RO~VA~L~~~~~K~D~~~~'.=·~~~~~==J:::9:::5:::7::::;=::::=~-~4:::60=6=::!::!J l' . --.. ------· ~---··. -----,,_, .···1,,----------------------------------------------------------------------------------------------------------------------------7 '.;, ;• i ! -~- 1 1 :::2x F<.OOT6AI..I.. DIA. MIN. WOOD STAKE <SEE SPECS.) ® ElACKFILL MIX TREE TIE <MIN. 4 REQUIRED> <NAIL TO ST AKE> ® TREE TRUNK @ ROOTElALL ® MIN. 3' ElARK MULCl-l OR D.G. @ FINISl-!ED GRADE G) PLANT T AE3LETS (3' ElELOW GRADE> @ PLANTING FIT WITl-l ROUGl-!ENED SIDES <FUDDLE 4 SETTLE) @ CUT ALL STAKES 6' ElELOW TREE CANOPY ® TREE COLLAR <PLANT PER SPECIFICATIONS> @ EXISTING FINISl-!ED GRADE AT SLOPES, Wl-!ERE AFFLICAElLE @ NEW FINl;,1-!ED GRADE AT SLOPES, WI-IERE APPLICAE3LE ~ 6' WATl;RING E:,ASIN <EXCEPT IN LAWN> TREE PLANTING WIT!-1 ®DOUBLE STAKING SECTION SCALE: 3/8" = 1'-0" SECTION () () .,. JI JI JI JI JI JI JI JI JI JI JI ~ JI JI JI JI JI JI .,. JI JI JI JI JI ~·: .. JIJIJIJIJl.:,IJIJIJIJIJIJl,i~• .. . , JI JI JI JI JI JI JI JI JI JI JI JI-~• ... .i .i .i .i .i .i JI JI JI JI JI JI~.: < •• • JI .i .:,I JI JI .:,I JI .:,I JI .:,I JI .:,I --:~: ,. JI JI JI JI JI JI JI JI JI JI JI JI .;~ ~·· ·' .:,I JI JI ••• ;. . • ., .:,I .:,I .. ' ' .-, ·. JI JI JI .... ,.,. ' ' JI JI JI . , .•• .·•·· ·•. .,. .,. JI JI JI .• f ..... , JI JI JI ~-•• ( JI JI JI ."" ' ' ' JI JI .,, JI .... .>IJIJIJIJIJIJIJIJIJIJIJI/',' " :· ,t ' . ,• •. .. JI JI JI JI JI .,. JI JI JI JI JI JI • • ~ JI JI •• •.·· ...... JI JI ·~ ••• ..... ·. JI JI JI JI JI JI JI JI JI JI JI JI , . . . ' .• JIJIJIJI ' ' ' JIJIJIJIJI''~ PLAN e ROOT BARRIER AT TREE PLANTING CD ADJACENT 1-lARDSCAPE EDGE FINISl-l GRADE OF PLANTING AREA TO ElE 2" ElELOW Cl) ROOT ElARRIER AS REQUIRED (SEE NOTE ElELOW) ® TREE PLANTING FER PLANTING LEGEND AND DETAILS @ TOPSOIL AND SUElGRADE PER CIVIL PLANS ® ADJACENT GROUNDCOVER OR Sl-lRUEl PLANTING NOTES: I. ROOT ElARRIERS Sl-!ALL ElE INSTALLED Wl-!EN TREES ARE WITl-!IN !:>' OF 1-!ARDSCAPE U.N.O. 2. Wl-!ERE POSSIE3LE INSTALL 112'' EACl-l SIDE OF TRUNK MEASURED PARALLEL TO 1-lARDSCAPE X 24' DEEP. 3. INSTALL PARALLEL TO WALKS 4 CURE3S. 4. DO NOT ENCIRCLE TREE IF FOSSIElLE. !:>. FOLLOW MANUFACTURER'S INSTRUCTIONS. SCALE: 1/4"=1'-0" IL _j ()-;/_ i!: IQ I)_ () IU () 13 Q ll :::2X F<.OOT6Al..1.. DIAME:TE:F<. MIN . CD CUREl OR PAVING (Wl-!ERE AFFLICAElLE> Cl) EXISTING FINISl-l GRADE AT SLOPE <WI-IERE AFPLICAE3LE> ® NEW FINISl-l GRADE AT SLOPE (Wl-!ERE AFFLICAElLE) @ Sl-lRUEl ® Sl-lRUEl CROWN (I' AElOVE FINISl-l GRADE) @ MULCl-l <FER SPECS) G) 4' 1-!IGl-l WATERING ElERM ALL AROUND @ ROOTE3ALL ® PLANT T AElLETS (3' ElELOW GRADE> @ PLANT FIT W/ ROUGl-!ENED SIDES ® ElACKFILL MIX <PUDDLE 4 SETTLE> @ TOPSOIL AND SUE3GRADE PER CIVIL PLANS @ 2" (WI-IERE APPLICAElLE) ®SHRUB PLANTING SECTION NO SCALE CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 I , ' ' ,<£9<£9<£9--··, ' ' ' , ' ' <ffe<ffe(t}?<ffe, (t}?_ , ' ' ' ' ' <£9 'ff;, <£9 <£9 <£9 w ' ' ' ~w~~ Ww'iY ' ' ' ' ' ' ' , ' ' ' ' ' ' ' ' ' , ' , , , ' PLAN SECTION CD 1/2 OF SPACING DISTANCE AT ALL EDGES Cl) SEE PLANTING PLAN AND LEGEND FOR SPACING ® EDGE OF PAVING ' , @ SET FINISl-l GRADE 2' ElELOW TOP OF PAVING ® PLANT TAElLET (I' MIN. AWAY FROM ROOTS) , CD 2 4 @ FINISl-l GRADE G) EDGE OF PAVING @ PREPARED SOIL ® SUElGRADE PER CIVIL PLANS ®TRIANGULAR SPACING NO SCALE 'q'" 5 C\I -,...... ,-- I () a: <( ~ : ! '; 3916 Namm Sbm &.I Dlreo, CA 92103 619J!94Mn fl2K • 619.294.9965 RLA 2342 EXP.-~- "AS BUil T" P.E. __ EXP. -----'-"-- REVIEWED BY: LP-9 03/17/14 DATE DATE INSPECTOR DA TE CITY OF CARLSBAD I SHEETS I f---+---+---------------1-----l------l-----l----l ENGINEERING DEPARTMENT 77 f---+---+---------------1-----1------1-----1----1 EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE PLANT DETAILS APP~ G2 ~E~ _ - f------+--+,.-------------+---+---+---+-----1 CITY ENGINEER PE 41204 EXP. 03-31-15 ,&/11- DATE 1------,D~AT=E--1-1N=n=1AL_µ,!.,_ ___________ ---l--D-ATE--l-1-N1T-1A-L -1--DA-TE--l-1N-1T1-AL-l DWN BY: --PROJECT NO, I DRA'MNG NO. ! REVISION DESCRIPTION r--~-+-----'--------1 CHKD BY: --7957 460-6 , ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY· ._,, lL __________________ ~-----------------------------------------------------------~~~~~============~~~~~~~~~~~~-~~~====~=~===~ V, 0 ~ :E ~ Cl V, O.i::,. 0 0"I -o ...., I ...., 0"I ~-----~~--~---•·····---- RECYCLED WATER SYSTEM CDP 07-22/HDP 07-02/SUP 07-04/HMPP 07-08 PROJECT MAP / / EL CAMINO · REAL ROAD WIDENING FROM TAMARACK AVENUE TO CHESTNUT AVENUE CARLSBAD, CALIFORNIA ~ ELEV:136' F51, 1&3 LEGEND ----~~ • C!rf DF CARL':!BAO '.{.Q:J"Q30-55 CX:000 W 00000 EXISTING POTABLE WATER SYSTEM MAIN ----Re-----PROPOSED RECYCLED IRRIGATION ' SYSTEM MAIN ~ AREA OF RECYCLED WATER USE 1-----9-----RC. LOCATION OF CONNECTION POINT/S-RECYCLED ' WATER METER & BACKFLOW PREVENTION @ "DO NOT DRINK" SIGN LOCATIONS LOW OFF~ ·---HCL, 4':l~ ELEV, 193'- F51, 128 ~ NORTH NO SCALE !3LOW OFF •4 1-lGL, 49e> ~-1 ELEV, 265' F51' 91 PACIFIC OCEAN RECYCLED WATER STANDARD PLAN NOTES INSPECTIOI\J PROCEDURES DECLARATION OF RESPONSIBLE CHARGE: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2-DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUN-OFF. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTBNT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6 .. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD WATER DISTRICT. 7, ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 9:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED . WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 9:00 P.M. AND 6:00 A.M. 9_. BURIAL OF ALL WIRING AND PIPING SHALL MEET THE CARLSBAD MUNICIPAL -WATER DISTRICT'S RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11, IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR · ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED 'USE AREAS. 12, RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED · FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13: ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER · HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALFORNIA HEALTH AND SAFETY CODE. 14;.ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING," NON • -POTABLE OR RECYCLED WATER," COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF . THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES . AND REGULATIONS. 15, ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEERAND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOWA POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER . DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH PRIOR TO ANY USE OF RE.CYCLED WATER. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 21'. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE ' BASIC CONCEPTS OF BACKFLOW / CROSS-CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WAT0ER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT ANS/ OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL Tit-I. 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES. B. TRENCH DEPTH. C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY). D. PIPE IDENTIFICATION. E. POINTS-OF-CONNECTION (POC'S). F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECYCLED WATER (IF RECYCLED WATER IS USED FOR CONSTRUCTION). AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE O,BTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL 11 2. QISTRICT FINAL INSPECTION SHALL INCLUDE: ~-COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO I_, DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING ~ECYCLED WATER. B. WARNING SIGNS AND LABELS. C. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION . 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART BAND PART G OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGINEER & DISTRICT ENGINEER PRIOR TO-IMPLEMENTATION I HEREBY DECLARE THAT I AM THE LICENSED LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6730 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTE:NT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF SAN DIEGO AND THE SAN DIEGO COUNTY OF ENVIRONMENTAL HEALTH, IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. K U+A 3_916 NORMAi.. STREET, SAN DIEGO, CA 92103 (619) 294-4477 ADDRESS PHONE # 2342 2/28/15 LICENSE# EXP. DATE IN CASE OF EMERGENCY CONTACT '"','.~CHO$$ Pr:?N!YeCT}Df/ ·· ~J\ti'G__t?L4~ t!/ · 2-772.-2 IN FIELD. NAME PHONE 'NUMBER ' 2.:4T,;1~ :· : ___ "tJLITY r'..IIONE AT(tQC!/,fCJ,. OR AFTER HOURS CONTACT NAME -PHONE NUMBER 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. (NO WATER WELLS ON SITE). AND 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE.(NO DRINKIN G FOUNTAINS OR DESIGNATED OUTDOOR EATING AREAS ON SITE). E 24. EDUCATE ALL MAINTENANCE PERSONNAL ON A CONTINUOUS BAS.IS OF TH PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NO APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOO ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN T LS, ALMOST DAILY BASIS. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. ' a) - - In Order to Conserve Water ... RECYCLED WATER IN USE ? DD NDT ~ NO TOUE DRINK EL AGUA ~ \. WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR 18" X 18" SIZE . 032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS / CARLSBAD C rBLACK LOGO ;-:PURPLE BACKROUND / 1" BLACK LETTERS 36" I I (N.T.S.) I ,, I WARNING REtcLED WATER . DO NOT DRINK ~ -i'1 ui I-' ~~YCLED WATER -3 ~ SH HANDS AFTER CONTACTING LAVESE US MAN~S DESPUES DE USAR CARLSBAD MUNICIPAL WATER DEPARTMENT RECYCLED WATER SECTION \_ 1" BLACK LETTERS 12" X 36" SIZE 2" BLACK LETTERS .032 ALUMINUM, .060 ABS PLASTIC w.o . OR STICK-ON VINYL SIGNS P.Z. 490 TYPICAL SIGNS APPROVED BY DATE MUNICIPAL WATER DISTRICT DISTRICT APPROVED CHANGES NO. DESCRIRJION .-· APPROVED DATE DEVELOPERS NAME: ~~~OSCAp~ ( It. i 7/"1 ih/; tJ/ali/11 //\ /JtlLJEfl EAltif'6E!VCYCt?,f1,if l'/ !Wrt?r~ 81,At 'T /llflt w '• :y~~-ADDRESS: Planning + Landscape Architecture 3916 Normal Street San Diego, CA 9210 619.294.«n 3 fax• 619.294.9965 er: No. 2342 --i {< Exp 2/28/15 >l- ¾;: ~-. < OF c~\l.'~<li Expiration Date: GLEN VAN PESKI DATE DEPUTY CITY ENGINEER R.C.E.41204 EXP.3/31/15 TELEPHONE: SAN DIEG~UNTY HEALTH DEPARTMENT ~ 7-'Z.7-/, DATE PLAN PREPARED: APPROVED BY, DATE BY: . CITY OF ~NCINIT~S VICINITY MAP NOT TO SCALE ;.- INDEX (R_ ECY_ c_ LED WATER_- SH.EETS ONLY) SHEET DESCRIPTION DWG#.; RW•TS Ll-1 Ll-2 Ll-3 Ll-4 Ll-5 Ll-6 Ll-7 Ll-8 Ll-9 Ll-10 L1·11 RECYCLED WATER TITLE SHEET IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION LEG.END AND NOTES IRRIGATION Ol;TAILS IRRIGATION DETAILS IRRIGATION DETAILS 51.-D 52.-D 53-D i / 54,0 fi5,,D , 56,D 57,D 58,0 !l9,0 60,0 -i 61cD . 62-D Rw--r--ai'°': .·· .. ,-'~.)' -···-- COUNTY OF SAN DI.EGO DEPARTMENT OF ENYIRONMENJA1 lj_EALTH LAND AND WATER QUA!.ITY DIVI.SIQN -.. ~~ 'PZ7-,1'~ GLENN LEEKS DATE ENVIRONMENTAL HEALTH SPECIALIST " '' . APPROVED ENGINEERING PLANCHECKER DATE "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE - CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 51 77 PLANNING DEPARTMENT SHEETS RECYCLED WATER SYSTEM FO R: TITLE SHEET EL CAMINO REAL ROAD WIDENING I ,! '.;., DRWN BY, . PROJECT NO. DRAWING NO. CHCKD BY, 3957 460-6 061815 V, 0 :r 11) ~ 11) r+ G'I U1 .... .i::, 0 en -0 "' I "' en · t I <I ,! ., {;. ' ' " (. '\ I! } •I- I I I I I I I I I I --1-- 1 I I I I I I ~- I I I I I I \ \ / ----· ££_,,, ___ , ~AMINO REAL "--.. I I$ 0 _J w co w w --------------C) ------------------. Cl) 48 8~2 5HB 1;1,,2 • -, -,- __ .::::=-A_-=-=------~ ...... flee-.. t--_______ --A __ ---------·-+--- EL / ..,> 0 0 NORTH r=-- CAMINO 0 I "I' w _z ---------- SCALE: 1 "= 20' ---- 3916 Ntvmal SlrKt San Dleao, CA 92103 619.294.4477 fnx • 619.294.9965 60 I Ll-2 ... ____ __ CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 No. 2342 {< Exp, 2/28/15 * ~ _,,, ' NGIN :0 RLA 2342 EXP. -~-- "AS BUil T" P.E, __ _ EXP.-~-- REVIEWED BY: ~ ~ 0 C\I -"' ~ I 0 a: <( ~ Ll-1 03/17/14 DATE DATE INSPECTOR DATE t---t--t-----------+----l----------1--____..)__--l fsH_EETl CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 77 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE IRRIGATION PLAN OWN BY: ---PROJECT NO. I DRAWING NO. CHKD BY: --3957 460-6 RVWD BY: ---~_.l__-- ----~------:~----- ' --· vi ~ "., ' . ' \.. ,, 1 NORTH \ ' SCALE: 1 "= 20' w iw Cl) w I Z .....J I (.) ~ ~ I vi I - 3916 NooJllll Slra:t Son Cliqjo, CA 9210, 619.29-M-477 fSK • 619.294.9965 60 I , ,._,' ;, ., CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 L .!,_ NGIN :/4) RLA 2342 EXP. -~-- "AS BUil T" P.E, __ _ EXP. ___ _ REVIEWED BY: ~ 5 C\I --"" .,.... I () a: < ~ Ll-2 03/17 /14 DATE DATE t==i==t==================+==+==+===t==1~~~~~~;;;=:==:r=-=====:~9 1---J---+----------------j--l---t--,--, ::c=:-,..-,~ ~,.;..,.c.P-E-41204 EXP. 0"-3---31---15-D~£ft¥ PROJECT NO. I DRAWING NO. 3957 _ 460-6 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: __ _ OATE INITIAL OATE INITIAL CHKD BY: __ OTHER APPROVAL CITY APPROVAL RVWD BY: / '!, --- '. Ii . l·~ ., 0 I NORTH SCALE: 1 "= 20' 3916 --Slit Dleso, CA 92103 619.294.#77 ~•619.294,9965 CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 No. 2342 {< Exp. 2/28/15 * ~ ... or c~1.1,~"' Ll-3 . NGIN OF WORK :0 RLA 2342 EXP. _ _c....,. __ "AS BUILT" P.E. ___ EXP. _ __;,. __ REVIEWED BY: 03/17/14 DATE DATE INSPECTOR DATE ISHEEl'l CITY OF CARLSBAD !SHEETS\ 1-1-~~~~t~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~t~~~~t~~~~t~~~~t~~~i ~ ENGINEERING DEPARTMENT 77 EL CAMINO REAL ROAD WIDENING TAMARACK AYE TO CHESTNUT AYE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL CITY APPROVAL OTHER APPROVAL IRRIGATION PLAN DWN BY: ---CHKD BY; __ _ RYWD BY: PROJECT NO, 3957 4!3P/11• DATE I DRAWING NO. 460-6 .. ' i \. -,! li ' ("') I ....J I-- LU w I (/) w w (/) w z 18 SHB I' 7 B51 ··•· ----------·-----"-·-·. , NORTH l. __ - ,.. CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 Ll-2 23 B4 / SHB I' 23 B3/ ' I -,--------~ '---2'..-) I ....J 1-w w I (/) w w (/) w z _J I u I t: I~ ,. NGIN :a!} RLA 2342 EXP. ___ _ "AS BUil T" P,E. __ _ EXP, ___ _ REVIEWED BY: Ll-4 03/17 /14 DATE DATE INSPECTOR DATE ~ CITY OF CARLSBAD ISHEETSI 1----1----+--1----------------+---+--+---I------I L=_j ENGINEERING DEPARTMENT 77 1----l----+----'---------------+---+--+---I------I 3916 Ncmlal Strt:d ~ Dlfe,, CA 92103 619.5!94M77 fmc • 619.294,99(15 DA TE INITIAL ENGINEER OF WORK DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL CITY APPROVAL EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE IRRIGATION PLAN DWN BY: ---PROJECT NO. I DRAWING NO. 2~8 ~~: ---3957 460-6 ~-----1---~ VI 0 ;~ ~~ U1 U1 .i:,, o en .... 0 ..... I ...., en ___ L'-- ------ ' i !. ,. ,I ' -- f ' ~ NORTH 60 I DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL - CDP 07-22/HDP 07-02/SUP 07 0 ---4/HMP 07-08 DATE INITIAL CITY APPROVAL ~ 0 C\I "' .,.- I () a: <( ~ -·· Ll-5 OF WORK RLA 2342 P.E. REVIEWED BY: INSPECTOR EXP. _----,.c,~- "AS BUil T" EXP. 03/17 /14 DATE DATE DATE ~ CITY OF CA ENGINEERING DEP~LSBAD I SHEETS I EL CAMINO RTMENT 77 TAMARACK f~l~oR2AD WIDENING HESTNVT AVE IRRIGATION PLAN APPRO~ ~E:;i'fili,, ~.ESK . i _ CITY ENGINEER PE~-2%'1'1· DWN BY: ---41204 EXP. 03-31-15 CHKD BY· I RVWO : ---I PROJECT NO. BY. 3957 DATE ' I DRAWING NO. 460-6 ~o t'D ~ ~ G') V, O'I ~ 0 O'I -0 -.J I "' O'I -- r, LANDSCAPE ZONE 3 TEMPORARY I I ., IRR1d2T10N . POINT OF CONNECTION 2 T13 18 · T14 28 I 1/2' 5H6 T15 18 I l/2' 5Hl3 NORTH 0 I -------·r --- - - I : j I I I I E3LOW OFF ~4 1-lGL, 4g0 ELEV: 2B0 PSI: 103 I SCALE: 1"= 20' 3916 NaTlW strat Smi Dlreo, CA 92103 619.294.#77 tax• 619.294,9965 I I I I I LANDSCAPE ZONE 3 I CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 TEMPORARY IRRIGATION MV-"' 1-1/2 34 I CONTROLLER ID T AVAILA!3LE 5TATION5: 28 5TATION5 U5ED, 21 ,-----1 REFER TO IRRIGATION LEGEND AND CONSTRUCTION NOTE5 ON 5HEET IL-I FOR ADDITIONAL CONTROLLER INFORMATION AND MODEL NUM6ER5. T17 18 I ' T16 38 ---ea=:=-::=----, -- --- -TEMPORARY IRRIGATION AREA ------ ,-• TEMPORARY IRRIGATION ARl=A --I I I 0 a: <( ~ T16 8 I 1/2' 5Hl3 I' 5Hl3 T19 18 Ll-6 NGIN~Ef3 OF WORK (_l---1,'-",,..:t:h,J .()~ 03/17/14 RLA 2342 EXP. -~--DATE "AS BUil T" .. P.E. ___ EXP.---..--DATE REVIEWED BY: INSPECTOR DATE ~7 CITY OF CARLSBAD ~ 1-----+--+-----------------+----1-----,1----t-----t ~ ENGINEERING DEPARTMENT ~ l-----+--+-----------------+----1-----jl----t-----t EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE IRRIGATION PLAN t----+---+--------------+----+---+---+----< APPR~~1~E~A¥£Kzat ··. CITY ~ PE 41204 EXP.'03-'-31-15 o:4.-:y;/bt · 1-----+---t--,,_/l\---------------t----1-----1---t----1 l-----o=AccTEc-t-cclN=1TccclA.,..L+'-,_,_---------------l--DA-TE-f-l-NI-TIA-L-+--DA_T_E--+.,..IN-ITI-AL-l OWN BY: ---1 PROJECT NO. I DRAWING NO. V >----~---1---~--1 CHKD BY: 3957 460-6 ENGINEER OF WORK RE ISION DESCRIPTION orHER APPROVAL CITY APPROVAL ccR'..!.VW."CD~B'--'-Y'--': ===..l ~-------~~---~ L ~ NORTH i' ' " •• NORTH ___ \_ 3916 NamDI 9rm Sal Dft:9::1, CA 92103 619.2'/+Mn l'bri-8 + Lood>.:,pe-fo< • 619.294.9965 60 I \ \'J <...O 0 \ ,---------- 1 I L I I I I \ ',/ CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 -------------~ NGIN :~ RLA 2342 EXP.--'------'-- "AS BUILT" P.E, __ _ EXP,-~-- REVIEWED BY: INSPECTOR I () a: <( :? Ll-7 03/17/14 DATE DATE DATE ~ CITY OF CARLSBAD I SHEETS I ~f== ==== =={f=== ====+t== ==== ===-===;=== ==== ==== ==== ====-~~= ==== ==== ==== ==== ==~!===-=== =~f~ ~=== ==1f=== ====j I======_]~ ENGINEERING DEPARTMENT 77 EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE IRRIGATION PLAN CHKD BY: --PROJECT NO. 'NGINEER OF WORK ' REVISION DESCRIPTION "DATE INITIAL DATE INITIAL DWN BY· I ' ' OTHER APPROVAL CITY APPROVAL RVWD BY: . 3957 ' . L I DRAWING NO. . 460-6 ~o (D :E ~ C) u, 00 .i::,, 0 0'l .... 0 -.J I " 0'l ' ; ' ___ ,' ' ' IRRIGATION ;LEGEND .-·= --~:- NOTES 'GENERAL . IRRIGATION 6YM130L DESCRIPTION MANUFACTURl:R/MODEL NO./ NOZZLE RADIUS PSI C:iFM DETAIL ' . -. , NOTE THAT THERI= ARI= PERMANENT AND TEMPORARY l,IJ D 07-22/HDP 07-02/SUP 07-04/HMP 07-08 '' I. TEMPORARY CONTROLLER WIRI= COLOR SHALL 13E A6 FOLLOWS: • DEEP ROOT TRl=E 13U1313LER RAINl3IRD RWS-13-C-1402 RW5-50CKRW6-P(2 PER TREE) -30 .50 A IRRIC:iATION 6Y5TEM5. ONLY CONTROL(-1::RS "A' AND '13' ARE I) MASTER VALVE '5', ORANC:iE WITH 13LACK STRIPE, COMMON [I 12' POP-UP SPRAY (IN 5HRU13) RAIN13IRD 1812 5AM-PR5-NP W/HUNTER PROS SQ NOZ. 4'-5' 30 .12 13 PERMANENT AND ELECTRICALLY CONTROLLED. THE WIRI= TO 13E PURPLE WITH WHITE STRIPE. E3 12' POP-UP 5PRA Y < IN 5HRU13) RAIN13IRD 1812 5AM-PR5-NP W/HUNTER PROS SH NOZ. 4'-!:,' 30 .23 13 IRRIC:iATION SYSTEM DE51C:iN 15 BASED ON AN AVAILA13LE J) MASTER VALVE 'T', C:iRl:Y, COMMON WIRI= TO 13E WHITE 181 12' POP-UP SPRAY (IN 5HRU13) RAIN13IRD 1812 5AM-PRS-NP W/HUNTER PROS SF NOZ. 4'-!:,' 30 .47 13 WATi::R PRESSURE NOTED AT EACH PLAN POINT OF WITH C:iREY STRIPE. [I 12' POP-UP SPRAY (IN 5HRU13) RAIN13IRD 1812 5AM-PR5-NP W/HUNTER PROS 8Q NOZ. 6'-8' 30 .24 13 ' ' CONNECTION. THE CONTRACTOR 16 RE6PON6113LE FOR KJ ALL 6PARI= WIRl:6, C:iRl=EN, TWO (2) PER END RUN (SEE ALSO a 12' POP-UP SPRAY <IN 5HRU13) RAIN13IRD 1812 5AM-PR6-NP W/HUNTER PROS 8H NOZ. 6'-8' 30 .47 13 ~RIFYINC:i WATER PRl:55URI: PRIOR TO ORDERINC:i MATERIALS PLANS FOR NOTES). il1I 12' POP-UP 6PRAY (IN 6HRU13) RAIN13IRD 1812 6AM-PR5-NP W/HUNTER PROS 8F NOZ. 6'-8' 30 .97 13 ~ ' OR 13EC:i1NNINC:i CONSTRUCTION AND PROMPTLY Rl=PORT ANY ~ RAINl3IRD 1812 5AM-PR6-NP W/HUNTER PROS BA NOZ. 6'-8' VAR ALL WIRl:6 SHALL 13E LA13ELED AT THE TERMINAL STRIP WITHIN 12' POP-UP SPRAY (IN 5HRU13) 30 13 ,- DIFFERENCES TO 01.UNER AND/OR OWNER'S REPRl:6ENTATIVE. 13. [I 12' POP-UP SPRAY (IN 5HRU13) RAIN13IRD 1812 5AM-PR5-NP W/HUNTER PR06 l0Q NOZ. 8'-10' 30 .42 13 0 ONE INCH OF THE END OF THE WIRI: WITH THE APPROPRIATE 12' POP-UP SPRAY (IN 5HRU13) RAIN13IRD 1812 5AM-PR5-NP W/HUNTER PROS 10H NOZ. 8'-10' 30 .88 13 2. THIS 6Y6fEM 16 DESIGNED FOR USE OF Rl:CYCLED WATER STATION NUM13ER 12' POP-UP SPRAY (IN 5HRU13) RAIN13IRD 1812 5AM-PR5-NP W/HUNTER PROS l0F NOZ. 8'-10' 30 1.59 13 C\I REFER TO THE PLAN NOTES FOR SPECIFIC WATER DEMANDS. 14. INSTALLATION AND OPERATIONAL PRACTICES SHALL 13E PER Kil 12' POP-UP 5PRA Y < IN 5HRU13) RAIN13IRD 1812 5AM-PR5-NP W/HUNTER PROS 10A NOZ. 8'-10' 30 VAR 13 IRRIC:iATION SYSTEMS WILL UTILIZE POTA13LE WATER UNTIL -LATEST EDITION OF THE CITY OF CARL513AD LANDSCAPE MANUAL, □' 12' POP-UP SPRAY (IN 5HRUl3) RAIN13IRD 1812 5AM-PR5-NP W/HUNTER PROS 12Q NOZ. 9'-12' 30 .67 13 I'. RECYCLED WATER E3ECOME6 AVAILA13LE. THE CITY'S RULES AND Rl:C:iULATION6 FOR Rl:CYCLED WATER U6E, E3 12' POP-UP SPRAY (IN 5HRU13) RAIN131RD 1812 5AM-PR5-NP W/HUNTER PROS 12H NOZ. 9'-12' 30 1.3 13 ,---. -12' POP-UP SPRAY <IN 5HRU13) RAINl31RD 1812 5AM-PR6-NP W/HUNTER PROS 12F NOZ. 9'-12' 30 2.7 13 THE IRRIC:iATION SYSTEM 16 SHOWN DIAC:!RAMMATICALL Y FOR AND COUNTY OF 6AN DIEC:iO HEAL TH DEPARTMENT RECYCLED 181 3. RULES AND Rl=C:iULATION6. Rl=FER AL60 TO THE DETAILS, &] 12' POP-UP 6PRAY (IN 5HRU13) RAIN131RD 1812 5AM-PR5-NP W/HUNTER PROS 12A NOZ. 9'-12' 30 VAR. 13 I / CLARITY. LOCATE ALL PIPING, VALVES, 13ACKFLOW []' 12' POP-UP 5PRA Y ( IN 5HRU13) RAIN13IRD 1812 5AM-PR5-NP W/HUNTER PROS !SQ NOZ. 11'-IS' 30 .97 13 5PECIFICATION5, AND Rl=CYCLED WATER NOTES ON TITLE SHEET ' PREVENTION DEVICES, AND OTHER IRRIGATION EQUIPMENT . 12' POP-UP 5PRA Y < IN 5HRU13) RAIN13IRD 1812 5AM-PR5-NP W/HUNTER PROS !SH NOZ. II'-IS' 30 1.86 13 () FOR FURTHER INFORMATION. E3 WITHIN 2 FEET WITHIN CITY RIC:iHT-OF-WAY IN LANDSCAPE 12' POP-UP 6PRAY (IN 6HRU13) RAIN13IRD 1812 5AM-PR6-NP W/HUNTER PROS ISF NOZ. II'-IS' 30 3.75 13 AREAS UNLESS NOTED OR DIRl:CTED OTHERWISE 13Y THE CITY. 181 a: ALL SPRINKLER HEADS SHALL 13E 6ET PERPENDICULAR TO . 12' POP-UP 6PRAY (IN 6HRU13) RAIN131RD 1812 6AM-PR6-NP W/HUNTER PROS ISA NOZ 11'-IS' 30 VAR 13 IS. &] 4. PRIOR TO ANY EXCAVATION OR TRl:NCHINC:i, LOCATE AND THE FINISH C:iRADE OF THE ARl=A TO 13E IRRIGATED UNLESS §l 12' POP-UP SPRAY (IN 5HRU13) RAIN131RD 1812 5AM-PR5-NP W/HUNTER RC6/LC5-SIS NOZ 4'XIS' 30 .65 13 <( VERIFY LOCATIONS OF ALL CA13LE5, CONDUITS, AND OTHERWISE DE5IC:iNED ON THE PLANS. El 12' POP-UP SPRAY (IN 6HRU13) RAIN131RD 1812 6AM-PR6-NP W/HUNTER 65-530 NOZ 4'X30' 30 1.30 13 UNDERG;ROUND UTILITIES. THE CONTRACTOR 15 Rl:6PON5113LE INSTALL AND ADJUST ALL HEADS TO AVOID 6PRAY ONTO 6YM130L ~ FOR CONTACTINC:i AN UNDERC:!ROUND UTILITY LOCATINC:i 16. FULL ADJ DESCRIPTION MANUFACTURl=R/MODEL NO.I NOZZLE RADIUS PSI GFM DETAIL SERVICE TO LOCATE AND MARK OUT ALL UTILITIES. THE WALLS, PAVING, UTILITY 130XE5, 13UILDING5 AND OTHER IMPROVEMENTS, AND ANY ARl=A5 NOT UNDER THE CONTROL OF CONTRACTOR WILL TAKE PROPER PRl=CAUTION6 NOT TO THE OWNER, AT ALL TIMES. ~ 12' POP-UP SPRAY (IN 5HRUl3) RAIN131RD 1812 5AM-PR5-NP W/HUNT. MPCORNER NOZ. 12' 30 .8 13 DAMAGE OR Dl5TUR13 SUCH UNDERC:!ROUND UTILITIES. NOTIFY THE OWNER AND/OR OWNER'S Rl=PRE5ENTATIVE IMMEDIATELY 17. IN6T ALL FIXED ARC NOZZLES WHENEVER P055113LE. ~I 12' POP-UP SPRAY (IN 5HRU13) RAIN131RD 1812 5AM-PR5-NP W/HUN. MPl000 NOZ.-Q 12' 30 .16 13 IF A CONt=LICT EXl5T6 13ETWEEN SUCH 0135TACLE5 AND THE ADJUST A13LE ARC NOZZI..E6 SHALL ONLY 13E USED IN ARl=A5 -RAIN131RD 1812 5AM-PR5-NP W/HUNT. MPl000 NOZ.-H 12' ~I 12' POP-UP SPRAY (IN 5HRU13) 30 32 13 PROPOSED WORK. PROCEED IN 6AME MANNER IF ROCK WHERI= FIXED ARC NOZZLES CANNOT ACHIEVE EFFECTIVE ® 12' POP-UP SPRAY (IN 6HRU13) RAIN13IRD 1812 5AM-PR5-NP W/HUNT. MP2000 NOZ.-Q 18' 30 .. 33 13 LAYERS OR ANY otHER CONDITIONS ARI= ENCOUNTERED COVERAC:iE OR CAUSE EXCE661VE OVERSPRA Y. DURINC:i THE UNDERC:iROUND. FINAL CLOSEOUT PROCEDURl:5, NOZZLE CHANC:iE6 MAY 13E ® 12' POP-UP SPRAY (IN 6HRU13) RAIN131RD 1812 6AM-PR6-NP W/HUNT. MP2000 NOZ.-H 17' 30 .63 13 ' !' ' S. . THE CONtRACTOR SHALL NOT WILLFULLY INST ALL THE Rl=QUE6TED AT NO ADDITIONAL EXPENSE TO THE OWNER. ® 12' POP-UP 6PRAY (IN 6HRU13) RAIN13IRD 1812 5AM-PR6-NP W/HUNT. MP3000 NOZ.-Q 27' 30 .74 13 ' IRRIC:iATION 6Y6TEM AS SHOWN ON THE DRAWINGS WHEN IT 16 18. SHOULD THE CONTRACTOR MAKE NOZZLE CHANGES OR ADD ® 12' PO~-UP 6PRAY (IN 6HRU13) RAIN131RD 1812 6AM-PR6-NP W/HUNT. MP3000 NOZ.-H 27' 30 1.58 13 '; ' 0!3VIOU5 IN THE FIELD THAT 0135TRUCTION6, GRADE Hl=AD5 AS A Rl:5UL T OF SITE 0135T ACLE5 OR CONSTRUCTION ~I ROT ARY SPRINKLER ON RISER RAIN13IRD PA-85-PRS-NP W/HUNT. MPl000 NOZ.-Q 12' 30 .16 C ! '. DIFFERENCES OR DIFFERl:NCE6 IN THE ARl=A DIMEN6ION6 CHANGES, THEN THE CONTRACTOR SHALL 13E Rl:6PON5113LE ,,, . EXIST. 6UCH 01;36TRUCTION6 OR DIFFERl=NCE5 SHALL 13E FOR CALCULATION AND ADJUSTMENTS IN PIPE 61ZE5. IN NO lfi!jl ROT ARY SPRINKLER ON RISER RAIN131RD PA-85-PRS-NP W/HUNT. MPl000 NOZ.-H 12' 30 32 C I ' •i , BROUC:iHT PROMPTLY TO THE ATTENTION OF THE OWNER'S CASE SHALL FLOW VELOCITIES EXCEED S FEET PER SECOND. tfil'l1 ROT ARY SPRINKLER ON RISER RAIN131RD PA-86-PR5-NP W/HUNT. MPl000 NOZ.-F 12' 30 .65 C I R!=PRE5ENTATIVE. SHOULD THE CONTRACTOR FAIL TO NOTIFY i, . I 9. ALL PLANTINC:15 SHALL 13E FULLY WATERED IN UPON PLANTINC:i. DO ~ ROT ARY SPRINKLER ON RISER RAIN131RD PA-86-PR6-NP W/HUNT. MP2000 NOZ.-Q 18' 30 .33 C ' THE OWNER'S Rl=PRE5ENTATIVE OF ANY Dl6CRl:PANCIE5, THEN ' ' NOT Rl=L Y 50LEL Y UPON THE AUTOMATIC IRRIC:iATION SYSTEM. UTILIZE ' THE CONTRACTOR SHALL 13E Rl:5PON6I13LE FOR ANY ® ROT ARY SPRINKLER ON RISER RAIN131RD PA-85-PRS-NP W/HUNT. MP2000 NOZ.-H 17' 30 .63 C REVl6ION5 NECE65ARY AT NO ADDITIONAL COST TO THE SUPPLEMENTAL HOSE WATERINC:i A6 Rl:QUIRl=D. INITIALLY AND DURINC:i ® RAIN131RD PA-86-PRS-NP W/HUNT. MP2000 NOZ.-F 17' 1.27 ' ' THE PLANT E6TA13Ll6HMENT PERIOD, AND AS DIRECTED ON PLANS. TO ROT ARY SPRINKLER ON RISER 30 C OWNER. EN6URI: Al..L PLANTINC:!6 Rl:CEIVE ADEQUATE WATER TO THE ENTIRI: ~ ROT ARY SPRINKLER ON RISER RAIN131RD PA-86-PRS-NP W/HUNT. MP3000 NOZ.-Q 27' 30 .74 C 6. Tl-iE CONTRACTOR SHALL 13E RE6PON6113LE FOR ROOT ZONE. ® ROT ARY SPRINKLER ON RISER RAIN131RD PA-85-PR6-NP W/HUNT. MP3000 NOZ.-H 27' 30 1.58 C COORDINATING AND/OR VERIFYINC:i THE AVAILA13LE 20A/l20VAC POWl:R SOURCE FOR THE ELECTRICAL 20. ALL 6PRINKI..ER HEADS SHALL 13E ADJUSTED A6 Rl=QUIRED, AS TO ® ROT ARY SPRINKLER ON RISER RAIN131RD PA-85-PR6-NP W/HUNT. MP3000 NOZ.-F 27' 30 3.15 C ' : CONTROLLER(5). SHOULD A POWER SOURCE NOT 13E HEIGHT, COVERAC:!E PATTERN, OR SPRINKLER HEAD ORIENTATION, 50 NO E, PROVIDE .£.>ND INO 1 /\I I AN ~QUAI NUi-Jl3t:R ur-1-<AIN 13IRD 800NP CAP:; FOR E'ACI-I POP-UP ... EAD INO 1 '" 1 D : AVAILA13LE IN THE LOCATION SHOWN, THEN THE CONTRACTOR AS NOT TO ALLOW Rl:6TRICTION OF SPRAY PATTERN 13Y PLANT 5YM130L DESCRIPTION MANUFACTURl=R/MODEL NUM13ER Rl=MARK6 DETAIL ' ' MATERIAL THAT MAY IN TURN CAUSE PLANT DECLINE OR DEMISE. ' SHOULD PROMFTL Y NOTIFY THE OWNER'S Rl=PRE5ENTATIVE F.0.C. POINT OF CONNECTION -APPROXIMATE, FIELD VERIFY -PRIOR TO PROCEEDING WITH INSTALLATION. 21. SHOULD LOW HEAD DRAINAC:!E OCCUR, CONTRACTOR SHALL (M) WATER METER Rl=CYCLED AS NOTED ON PLAN Rl=FER AL60 TO CITY Rl=FERl=NCE PLAN€ -7. THE ELECTRICAL CONTROLLER A66EM13LIE6 FOR THl6 SYSTEM INSTALL A SPRING CHECK VALVE UNDER THE SPRINKLER ON III CROSS CONNECTION TEST ST A. CONTRACTOR FA13RICATED ONE AT EACH P.O.C. TO RW SOURCE T ' : ARI= TO 13E A56EM13LED A6 6FECIFIED IN THE LEC:iEND. PRIOR THE RISER A56EM13L Y. CHECK VALVE SHALL 13E INSTALLED [Be] 13ACKFLOW PRl=VENTION DEVICE WILKINS ~7SXL (SIZE AS NOTED) IMMED. DOWN5TRl:AM OF WATER METER D TO THE FINAL WALK THROUC:,H, THE CONTRACTOR SHALL CLOSE TO THE SPRINKLER INSTEAD OF AT LATERAL LINE V.I.T. PRODUCTS 61313C-3055 ONE PER 13ACKFLOW PRl:V. DEVICE D CONTACT THE MANUFACTURl=R (CAL5EN6E, l-800-572-8608) FITTING. IN-LINE CHECK VALVES SHALL 13E INSTALLED ON THE NO 5TM60L 13ACKFLOW PREV. DEVICE ENCL. AND ARRANC:iE FOR THEIR REPRl=5ENTATIVE TO APPROVE THE LATERAL LINE WHERE REQUIRED. IN NO CASE SHALL LOW IP2I WYE STRAINER lv2" WILKINS 5 5ERIE6 (5Z PER PLAN) REGULATOR MAY NOT 13E Rl=QUIRl=D D INSTALLATION AND PROVIDE IN WRITING THAT THE HEAD DRAINAC:iE 13E ALLOWED TO OCCUR ~ PRl:66. Rl:C:iULATOR i!,2' WILKINS "500HR APPROX. AS SHOWN. SET P61 PER PLAN 0 INSTALLATION HA6 MET THEIR 6PECIFICATION6. !1'iil MASTER VALVE WEATHERMATIC 8200 CR-NP NORM. CLOSED, SIZE PER PLAN E 8. ALL CONTROL VALVES SHALL 13E MANIFOLDED AND C:iROUPED IRRIGATION CONSTRUCTION NOTES IE] FLOW METER CAL5EN5E FM-1.2513 IMMED. DOWN5TRl:AM MASTER VALVE F IN C:iENERAL AREAS SHOWN ON PLAN. VALVES SHALL 13E @ QUICK COUPLER <RECYCLED) I' NELSON '1645 (PURPLE COVER) APPROXIMATE, FIELD VERIFY H LOCATED IN PLANTING AREAS AND IMMEDIATELY ADJACENT @ w 13ALL VALVE <MANIFOLDS) 5PEAR6 TRUE-UNION 2000 (THRD'D) SIZE PER LARGEST RCV IN MANIFOLD C:i TO WALKS, CUR135, OR PAVINC:i AREAS AND 6ET AT RIC:iHT CONTRACTOR 5HALL FURCHA5E AND INSTALL WATER METER FROM .... 13ALL VALVE (ISOLATION) 5PEAR6 TRUE-UNION 2000 (THRD'D) SUPPLY LINES UP TO 2-1/2' SIZE G ANGLES TO EDC:iE6. MANIFOLD PIPE AND 13ALL VALVE SIZES CITY AND INSTALL METER IN THE VICINITY 5HOWN. IMMEPIATEL Y SHALL 13E EQUAL TO OR C:iRl:ATER THAN THE SIZE OF THE POWN5TREAM OF THE METER, IN5T ALL THE 5FECIFIEP BACl<FLOW *-' CONTROL VALVE (PR-REG RCV) WEATHERMATIC 8200 CR-NP-XPR 61ZE PER PLAN. SEE IC-3 CON5TR. NOTE J ' LARC:!E6T NON-PRl:66URI: LATERAL LINE LEAVINC:i THE PREVENTION DEVICE FER PLAN5. EXTEND THE PRE55URE 5UPPL Y -' REMOTE CONTROL VALVE (RCV) WEATHERMATIC 8200 CR-NP SIZE PER PLAN. SEE IC-3 CON5TR NOTE J I MANIFOLD. LINE A5 5HOWN. CONNECT THE NORMALLY CL05EP MASTER VALVE A SOLAR CONTROLLER A55EM. (5) DIC:! CORP. Xl0, ENCL X, MCOLX6 SEE PLANS FOR SIZE (l-800-322-9146) L AND FLOW 5EN50R IN THE LOCATION INDICATED ON THE FLAN5 AND 9. IRRIGATION LINES SHALL 13E INSTALLED IN LANDSCAPE ARl=A6 EXTEND THE FRE55URE 5UFFL Y LINE A5 5HOWN ON THE FLAN5. A SOLAR CONTROLLER A55EM. <T) DIC:! CORP. X28, ENCL X, MCOLX5 SEE PLANS FOR SIZE (l-800-322-9146) L ' CAL5EN5E ET2000e-48-C:iR-RRe-56E-R I UJH1=REVER P055113LE AND WITHIN 12" OF LANDSCAPE ARl=A @ ELECTRICAL CONTROLLER (PERMANENT IRRIGATION AREAS). £:. AUTOMATIC CONTROLLER ( A,13) CAL6EN5E (l-800-572-8608) K EDGES UNLESS INDICATED OTHERWISE. ALL PERMANENT LOCATE THE AVAILABLE l2i2?VAC/2i2?A FOWER 50URCE, AND CAT-& NO 5TM60L CAT-5 COMMUNICATION CA13LE APPROVED 13Y CITY, 13Y CITY TO CONTROLLER A AND 13 - SYSTEM COMPONENTS SHALL 13E IN6T ALLED WITHIN THE CITY ETHERNET COMMUNICATION5 CABLE FOR THE CONTROLLER PRIOR NO 5TM60L RAIN 6EN50R IN ENCL05URI= HUNTER IND., INC. %-MC IN6T ALL ONE PER CONTROLLER L RIC:iHT -OF-WAY. TO ORDERING MATERIALS AND BEGINNING IN5TALLATION, THE Cg) 6PARI= WIRI: 130X CARSON -i419 <ELECTRIC, GRl=Y) WITH ST. STEEL LOCKING 130L T/WA5HER M ' CONTRACTOR 5HALL COORDINATE THE EXACT LOCATION OF THE ® 10. ALL IRRIGATION LINES UNDER VEHICU.LAR PAVINC:i SUCH A6 CONTROLLER WITH THE OWNER AND/OR OWNER'S REPRESENTATIVE. PULL 130X' CARSON -i419 <ELECTRIC, C:iRl:Y) WITH ST. STEEL LOCKING 130L T/UJA6HER N ROADS SHALL 13E SLEEVED WITH PVC SCH 80 PIPE. ALL ONCE THE FINAL LOCATION HA5 BEEN DETERMINED, INSTALL THE H IN-LINE SWING CHECK VALVE KING 13R05. K6C-XXXX-T LATERAL LINE 61ZE. UPHILL OF RCV p Ll-8 ! ' IRRIC:iATION LIN!:5 UNDER OTHER PAVINC:i SUCH AS SIDEWALKS CONTROLLER FER PET AIL AND ANY MANUFACTURER'S PRES. 6UPPL Y LINE <PURPLE) PACIF. CAL, WATER WARN OR EQUAL PVC SCH 40 FOR PIPE !v2' 4 SMALLER Q4R 5FECIFICATION5. THE CONTRACTOR 15 RE5FON5IBLE FOR 0 ' ' SHALL 13E SLEEVED WITH PVC SCH 40 PIPE. SLEEVE SHALL EXTENDING, LA!3ELING AND CONNECTING THE CONTROL VALVE, ---PRl:5. SUPPLY LINE (PURPLE) PACIF. CAL, WATER WARN OR EQUAL PVC CL 315 FOR PIPE 2' 4 LARGER Q4R GIN ~OFWORK 13E A MINIMUM TWO (2) TIMES THE DIAMETER OF PIPE TO 13E SLEEVED (2' MINIMUM DIAMETER). MASTER VALVE AND FLOW METER WIRE5 TO THE CONTROLLER A 3/4' NON-PRl:5. LAT. LINE (PURPLE) PACIF. CAL, WATER WARN OR EQUAL PVC CL200 FOR PIPE 3/4" 4 LARGER Q4R c._ ... j:AJ , .. jn 03/"17,"14 COMMUNICATION CA!3LE SERVICE 15 REQUIRED TO !3E ROUTED TO MIN. 2X DIA. OF 6L'VD PIPE. SEE NOTE 10 ' CONTROLLER FOR CENTRAL COMMAND FURF05E5. THE CITY 5HALL ---PIPE SLEEVE CRE6LINE OR EQ., PVC 6CH 40/80 Q4R 11. ALL CONTROL WIRES UNDER PAVINC:i SHALL 13E INSTALLED IN COORDINAT[c THE FROVl5I0N AND INSTALLATION OF THE ETHERNET ---WIRI= CONDUIT APPROVED -PVC GRAY SCH 40 MIN. 2X DIA. OF WIRI= 13UNDLE c.x 4 I"-PVC 6CH 40 C:iRAY CONDUIT AT LEAST TWO (2) TIMES THE RLA 2342 EXP. DATE DIAMETl:R OF WIRE 13UNDLE. KEEP SEPARATE FROM WATER CA!3LE TO EACH ELECTRICAL CONTROLLER, A5 WELL A5 WITH NO 5TM60L CONTROL WIRI: CONNECTOR SPEARS D5 -100 W/#300 SEALANT FOR ALL 13ELOW C:iRADE WIRI= 6PLICE5 e, CONTRACTOR ALL FART5 OF CONTROL 5Y5TEM5 5HALL !3E LINE 5Ll=EVE6 A6 INDICATED ON PLANS. WIRI= CONDUIT SHALL OPERA!3LE PRIOR TO CONTROLLER CERTIFICATION !3Y NO 5TM60L HAND-HELD TRANSMITTER RRe-TRAN I FOR 130TH CONTROLLERS -ll" \.~~DSCAP[ "AS BUil T" 13E A MINIMUM 3" DIAMETER MANUFACTURER CONTRACTOR 15 RE5FON51BLE FOR COORDINATING CAL5EN5E CONTACT PERSON, ERIN HAC:iEN CELL, I (160) 580-1835, FAX: I (760) 438-2619 £'~ , i, CAft~ 1'.;,<' __ ,-" ALL WORK REQUIRED TO ACHIEVE CERTIFICATION OF INSTALLATION ~,,~'\, ~ ~ 12. PERMANENT CONTROLLER WIRE COLOR SHALL 13E AS FOLLOWS, --' AND OPERATION. CAL LOUTS, AUTOMATIC CONTROLLERS A AND 13 (C:iR-OPTION 15 FOR CELL PHONE, CHANC:iE ~ "' ~ C, A) CONTROLLER 'A' CONTROL VALVES, 13LUE, COMMON 0 CONTROLLER 1.D. TO R-OPTION FOR LAND LINE PHONE LINE IF CITY WOULD RATHER DO 50. o:: No. 2Ji2 -1 P.E, EXP. DATE WIRE TO 13E WHITE WITH 13LUE STRIPE. 50LAR CONTROLLER <TEMPORARY IRRIGATION AREA5). PRIOR TO I I STATION SEQUENCE « Exp. 2/28/15 * ORDERING MATERIALS AND !3EGINNING INSTALLATION, THE 13) CONTROLLER '13' CONTROL VALVES, ORANC:iE, COMMON CONTRACTOR 5HALL COORDINATE THE EXACT LOCATION OF THE ~ @-RECYCLED WATER '%, ~"' REVIEWED BY: WIRI: TO 13E WHITE WITH ORANC:iE STRIPE. VALVE IDl6CHARC:!E &IRRIC:iATION 1., or c1,1..1,~"' C) MASTER VALVE 'A', 13LACK, COMMON WIRE TO 13E WHITE CONTROLLER WITH THE OWNER AND/OR OWNER'S REFRE5ENTATIVE. (APPROX. GPM) CONSTRUCTION NOTE 'DO NOT DRINK' 61C:iN "---ONCE THE FINAL LOCATION HA5 !3EEN DETERMINED, INSTALL THE !3 PLANT MATERIAL INSPECTOR DATE LlJITH !3LACK STRIPE. CONTROLLER AND A550CIATEP CONTROL EQUIPMENT FER DETAIL I VALVE SIZE D) MASTER VALVE '13', PURPLE, COMMON WIRI= TO 13E WHITE AND ANY MANUFACTURER'S 5FECIFICATION5. THE CONTRACTOR 15 ~ CITY OF CARLSBAD ~ WITH PURPLE STRIPE. RE6FON61!3LE FOR EXTENDING, LA!3ELING AND CONNECTING TI-JE MASTER VALVE ID. '··,i I 9 ENGINEERING DEPARTMENT 1 E) ALL FLOW SENSOR WIRES, RED AND 13LACK. CONTROL VALVE, MASTER VALVE AND 5KIT 5EN5ING WIRE5 TO THE VIV-) ' 'I F) ALL SPAR!: WIRE6, C:iREEN, TWO (2) PER END RUNS, MIN. (SEE CONTROLLER 2 MINIMUM FLOW EL CAMINO REAL ROAD WIDENING AL60 PLANS FOR SPECIFIC SPAR!: WIRI= NOTES). 1-1/2 48 MAXIMUM FLOW TAMARACK AVE TO CHESTNUT AVE i I NOTE, PROVIDE DIG CORF.'5 A550CIATEP 50LAR CONTROL " " I · 3916 NonMI 5Rd: IRRIGATION LEGEND &: NOTES '" SIi'\ [)qo, CA 92103 ri.1 5Y5TEM COMFONENT5, EACH CONTROLLER/5Y5TEM 5HALL INCLUDE, I MASTER VALVE SIZE ; r TEMPORARY CONTROLLER WIRE COLOR SHALL 13E AS FOLLOWS, 619.294-MTI ONE (1) ENCL X 5TAINLE55 5TEEL ENCLOSURE, ONE (I) MCOLX5 FLOW METER I.D. fm{ • 619.294.9965 C:i) CONTROLLER '5' CONTROL VALVES, 13ROWN, COMMON ' I Plnre+la.:l>..,peA-5HORT CONTROLLER MOUNTING COLUMN, ONE (I) LEIT KEY, (ONE (I) i WIRE TO 13E WHITE WITH 13ROWN STRIPE. 51<,IT "8821-4 5EN50R ADAPTER FOR EACH RAIN 5EN50R EACH FS-A 2 MINIMUM FLOW APP~~~V;M!~[··· 4/,3§/14: HJ CONTROLLER 'T' CONTROL VALVES, 13LACK WITH Rl=D Rl=MOTE CONTROL VALVE SOLENOID 5HALL BE REPLACED WITH PIG 1 1/~ 48 MAXIMUM FLOW STRIPE, COMMON WIRE TO !3E WHITE WITH RED STRIPE. CORF. "lbi2?i2?-HE $0LENOIP, "3i2?-480 ("24) VALVE 5TEM, AND "3i2?-'323 CITY ~ER PE 41204 EXP. 03-31-15 DATE /1\ 50LENOIP APAFTER I I DRAWING NO, FLOW 5EN60R SIZE DATE INlllAL OWN BY: PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY: l (CONTINUED AT TOP RIGI-IT) ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 3957 460-6 ' I ~-: ·-' --' ' I L_ i : ' i . CD TREE. F'ER PLANTING FLANS. (2) MULCf-l MATERIAL FER PLANTING FLANS. @ TREE ROOT13ALL AND COMPACTED PLANTING .BACKFILL. 8) tOF OF PURPLE GRATETO 6E FLUSf-l WITH FINISH GRADE OF MULCf-l MATERIAL OR FINISf-l ,GRAPE. @ RP,IN61RP FRE-ASSEM6LED DEEP WATERING TU6E, WITH RWS-SOCK. REFER TO LEGEND FOR MODEL NUM13ER. ,-------------------1 2 ,-----------!3 @ CLEAN SOIL 6ACKFILL INST ALLEP AROUND OUTSIDE OF PEEP ROOT TU6E. G) EXISTING SU6-GRADE. @ PURPLE LATERAL LINE. SEE FLANS FOR SIZE AND CLASS. NOTE: POSITION UNITS SPACED EVENLY AROUND PLANTING FIT. NOT TO EXCEED 12' FROM EDGE OF ROOT6ALL. USE TEFLON TAPE ON ALL Tf-lREADED CONNECTIONS. • 0 Dl=EP ROOT TREE BUBBLER ___ _ SECTION -N.T.S. w ' I ii! ' !' NOTE, USE TEFLON TAPE ON ALL THREADED CONNECTIONS. --~I CDcoNTROL WIRE W/ 24" COILED EXPANSION LOOP (2) WA TE-RFROOF WIRE CONNECTOR @PURPLE VALVE I.D. TAG. (Tf-lREAD NYLON ZIF TIE Tf-lROUGH HOLE IN TAG) (±) PURPLE RECTANGULAR VAL VE 60X, SEE SPECS. (DO NOT CUT ADDITIONAL f-lOLES IN BOX) @FINISf-l GRADE. @ COMPACT BACKFILL MATERIAL. Sl;:E SPECIFICATIONS FOR REQUIREMENTS. G)MASTER VALVE. REFER TO LEGEND. @)KBI PVC SCH 80 UNION, MIFT X FIFT MODEL ®MASTER VALVE @PVC SCf-l 80 MALE ADAPTER. MIFT X SLIP, LINE/VALVE SIZE. @PURPLE PRESSURE SUFFL Y LINE TO FLOW METER. ®¾" ROCK GRAVEL BASE AND SUMP. (COMPACT GRAVEL FOR BOX BASE, DO NOT USE 13LOCKS OR BRICKS, FILL GRAVEL TO BOTTOM OF VALVE. @FILTER FABRIC. WRAF I LAYER AROUND E30X COVERING HOLES. @ PURPLE PVC SCf-l 40, 4!;, DEGREE ELL'S. (2) REQUIRED. @PURPLE PRESSURE SUFFL Y LINE. S.EE FLAN FOR Sl:ZE. @PVC SCf-l 130 GREY CONDUIT (WITH SWEEP) FOR MASTER VALVE WIRES TO CONTROLLER, AND ONE INTO BOX FROM FLOW METER. SECTION -N.T.S. B 4' MINJ o&' MAX. FROM EDQES OF i-lAF<DSCAFE CD INST ALL FLUSf-l WITf-l FINISf-l GRADE OR FLUSH WITH TOP OF MULCf-l @ROTARY/SPRAY f-lEAD. REFER TO LEGEND @KBI PVC SCf-l 80 TRIFLE SWING JOINT ASSEMBLY, TSS-0500-TT (±)i-lNE SIZE SLIP X SLIP X 1/2' FIFT TEE OR LINE SIZE SLIP X 1/2' FIFT ELL AT TERMINAL ENDS. ~-----i3 _ _,4 @PURPLE NON-PRESSURE LATERAL LINE. REFER TO FLAN FOR SIZE. 18' MIN. COVER FOR ALL 12' FOF-UF HEADS IN PERMANENT INSTALLATIONS, 12' IN TEMPORARY INSTALLATIONS. @ COMPACT SUB-GRADE. NOTE: DO NOT USE SIDE INLET. USE TEFLON TAPE ON ALL THREADED CONNECTIONS. 12 11 POP-UP ROT ARY !SPRAY l-lEAD SECTION -N.T.S. lll--- 12r-----x---= nµ~mil.::::~ .. UPSTREAM LENQT!-1 TO ElE 10 TIMES Ti-IE DIAMETER OF Ti-IE FLOW SENSOR CDcoNTROL WIRE W/ 24' COILED EXPANSION LOOP @WATERPROOF WIRE CONNECTOR (SEE MFR'S SPECS) @PURPLE 10' DIA. ROUND VALVE BOX, SEE SPECS. (DO NOT CUT ADDITIONAL f-lOLES IN BOX) (±)FINISH GRADE. @ BACKFILL MATERIALS. SEE SPECIFICATIONS FOR REQUIREMENTS. @FLOW METER REFER TO LEGEND. G)FIL TER FABRIC. WRAF I LAYER AROUND BOX COVERING f-lOLES. ®FLOW METER DOWNSTREAM LENQT!-1 TO ElE E> TIMES Ti-IE DIAMETER OF Ti-IE FLOW SENSOR @PVC SCf-l 40, 45 DEGREE SLIP ELLS. TWO (2) REQUIRED. @ PURPLE PRESSURE SUFFL Y LINE. SEE FLAN FOR SIZE. @¾• ROCK GRAVEL BASE AND SUMP. (COMPACT GRAVEL FOR BOX BASE. DO NOT USE BLOCKS OR BRICKS. FILL GRAVEL TO BOTTOM OF VALVE. @PVC SCf-1 40 GREY CONDUIT (WITf-1 SWEEP) FOR FLOW METER WIRES, Tf-lROUGf-1 TO MASTER VAL VE AND TO CONTROLLER @PURPLE PRESSURE SUFFL Y LINE FROM MASTER VALVE. SIZE AS NOTED ABOVE. SECTION -N.T.S. C ' NOTE: ANGLE SPRINKLER PERPENDICULAR TO FINISI-I G DE. CD ~--{4 ~------!8 c:==~:::::::~t:D~---------{ ~ CD NOZZLE. REFER TO LEGEND @ LINE SIZE PVC SCf-l 40 SLIP X NOZZLE ADAPTER SLIP X 1/2' FIFT TEE OR LINE SIZE SLIP X 1/2' FIFT ELL AT . ½" PVC SCH 80 THREADED TERMINAL ENDS. RISER LENGTf-l AS REQUIRED. @ PURPLE LATERAL LINE. REFER @ PLANT MATERIAL FER TO FLAN FOR SIZE. PLANTING FLAN. 12' MINIMUM COVER IN @ FINISH GRADE. TEMPORARY INSTALLATIONS. @ COMPACT SUB-GRADE. @ ~• KBI-UVR CHECK VALVE, G) UCV-0500-FF, OR EQUAL. · 7 KBI PVC SCf-l 80 TRIFLE SWING INST ALL ON ALL RISERS . JOINT ASSEMBLY, TSS-0500-TT@ RECYCLED WATER WA~ING STICKER INST ALL ON ALL NOTE, USE TEFLON TAPE ON RISERS. ALL Tf-lREADED CONNECTIONS. . CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 ll'2 SHUT-OFF VALVE ~r=\=~~nr7 -1 FROM METER 18 11 11 @ HEIGf-lT FER LOCAL ¢ODE (D REDUCED PRESSURE TYPE BACK.FLOW PREVENTER 7 WYE STRAINER <SEE LEGEND). SAME @ I CU. FT MIN. CONCRETE '-.V Tf-lRUST BLOCK SIZE AS BACK.FLOW PREVENTER @ 4' MIN. Tf-llCK CONCRETE @ PRESSURE REGULATOR, IF REQ'D. FAD UNDER ENCLOSURE (SEE DWGS. IF REQ'D 4 FOR DELIVERY@) FOL YETf-lYLENE/FVC TAPE PRESSURE SETTING). SAME SIZE AS WRAF (3 LAYERS) BACK.FLOW PREVENTER @ COMPACTED SUBGR/4DE @ BRASS UNION CONNECTION @ 3' MIN. ALL AROUND @ Tf-lREADED BRASS NIPPLE <TYF) @ SEE SPECS. FOR DEF'Tf-l @ COFFER RISER <LENGTf-l AS REQ'D.) @ OF COVER _. 11 COFFER/BRASS ELL· WI G) PVC TAPE WRAF (3 LAYERS) COFFER ADAPTER AS REQ'D @ Tf-lREADED BRASS COUFL ING W/ @ COFFER FIFE PVC SCf-l 80, SXT FEMALE ADAPTER @ PVC PRESSURE FIFE <PURPLE FIFE FOR RECYCLED WATER) @ ENCLOSURE (SEE LEGE:ND) NOTE, USE TEFLON TAPE ON ALL Tf-lREADFED CONNECTIONS. I () a: <( ~ ROTARY/SPRAY NOZZLE ON RISER SECTION -N.T.S. D BACKFLOW PREVENTER ASSEMBLY SECTION -N.T.S. NOTE: USE TEFLON TAPE ON ALL Tf-lREADED CONNECTIONS. (DFURFLE 10' DIA. ROUND VALVE BOX, SEE SPECS. (DO NOT CUT ADDITIONAL f-lOLES IN BOX) @ISOLATION BALL VALVE. REFER TO LEGEND. @FINISf-l GRADE. G)coMFACT BACKFILL MATERIAL SEE SPECIFICATIONS FOR REQUIREMENTS. @PVC SCf-l 40 MALE ADAPTER, MIFT X SLIP, LINE/VALVE SIZE. @FILTER FABRIC. WRAF I LAYER AROUND BOX COVERING f-lOLES. G) PURPLE PRESSURE SUPPLY LINE. SEE FLAN FOR SIZE. @PVC SCf-l 40, 45 DEGREE SLIP ELLS. FOUR < 4) REQUIRED. @¾• ROCK GRAVEL BASE AND SUMP. (COMPACT GRAVEL FOR BOX BASE, DO NOT USE BLOCKS OR BRICKS, FILL GRAV!;:L TO BOTTOM OF VALVE. @PURPLE RECYCLED WATER WARNING TAG. TIED TO VALVE BOX W/ NYLON ZIF STRAP._-.;:;:=.;::::=:::,.... NGIN :DJ RLA 2342 EXP. --- "AS BUILT" P,E, __ _ EXP. --"-'-'-- Ll-9 03/17 /14 DATE DATE © ISOLATION BALL VALVE SECTION -N.T.S. REVIEWED BY: INSPECTOR DATE ., 3916 Normllll StJm , SCll Dkeo, CA 92103 619.294M77 fllx • 619.294,9965 fsHml CITY OF CARLSBAD I SHEETS I ~====~===:==========================~====~===~===~~==~ ~ ENGINEERING DEPARTMENT 77 EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE IRRIGATION DETAILS i---cDCC'CA=TE-1--clcc-NITI"'A~L +'-l-.L__--------------1---1--.J_---L-~-I DWN BY: --DATE INITIAL DATE INITIAL CHKD BY: __ PROJECT NQ. I DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 3957 . _. 460-6 I I . . ' ' •j ' ri' i ' I ,, i 'I I I l (i_ NOTE, CENTER VALVE A55EM13L Y IN 130X. USE TEFLON T AFE ON ALL THREADED CONNECTIONS. . .,· ·4 ·. "": 111--~ CD PURPLE 10" _DIA. ROUND VALVE 130X, 51::E 5FEC5. (DO NOT CUT ADDITIONAL HOLES IN 130X) (D FURFLE QUICK COUPLING VALVE W/ACME THRE_AD. Rl=FER TO LEGEND. @ FINISH ~RADE. (1) BACKFILL MATERIAL. 51::E 5FECIFICATION5 FOR REQ'MT5. '@ TH:READED BRASS RISER. LENGTH AS REQUIRED. 1@ Fil., TE:R FA!3RIC. WRAF I LAYER AROUND 130X COVERING HOLES. ' ':l G) ¾• ROCK GRAVEL 13A5E AND 5UMF. (COMPACT GRAVEL FOR 130X 13A5E, DO NOT USE 13LOCK5 OR 13RICK5, FILL GRAVEL TO BOTTOM OF VALVE. @ 13RA55 ':l0 DEGREE ELL. FIFT X FIFT. @ CONCRETE THRUST BLOCK I CU FT MINIMUM. @ FVC SCH 80 FEMALE ADAPTER. 5LIF X FIFT @ THRl=ADED 13RA55 NIPPLE. LENGTH AS REQUIRED. @ PURPLE RECYCLED WATER WARNING TAG, TIED FIRMLY TO VALVE WITH NYLON ZIF STRAP. QUICK COUPLER VAL VE5 SHALL 13E OF A TYFE AFFROVED FOR RECYCLl=D WATER USE. ®QUICK COUPLING VALVE SECTION -N.T.5. NOTE, FULL 2 SPARE 14AWG WIRES AND THE COMMON WIRE TO EACH 15FARE WIRE BOX INDICATED ON THE PLANS. ALL SPARE WIRES SHALL 13E COLOR SPECIFIED IN THE GENERAL IRRIGATION NOTES. Q)SFARE WTRE5 WI 24" COILED ®¾" ROCK GRAVEL 13A5E AND EXPANSION LOOPS. AFFL y 5UMF. (COMPACT GRAVEL FOR WATERPROOF EPOXY TO ENDS. 130X 13A5E, DO NOT USE '(DGREY 10" DIA. ROUND VALVE 13LOCK5 OR 13RICK5. 130X, SEE 5FEC5. (DO NOT CUT G)FVC SCH 40 CAF <SLIF) ON ADDITIONAL HOLES IN 130X) TERMINAL END OF THE FURFLE @FINISH GRADE. PRESSURE 5UFFL Y LINE. @FVC SCH 40, 45 DEG!REE ELL '5. (2) REQUIRED. (1) 13ACKFILL MATERIAL. SEE 5FECIFICATION5 FOR .. REQUIREMENTS. @FILTER FABRIC. WRAF I LAYER AROUND 130X COVERING HOLES. @ FURFLE PRESSURE SUFFL Y LINE. SEE FLAN FOR SIZE. @SPARE WIRE BOX SECTION -N.T.5. 13 )--------., 12l-----_/ NOTE: CENTER VALVE A55EM13L Y IN 130X. USE TEFLON T AFE ON ALL THREADED CONNECTIONS. ,------{4 8'--_/ CD CONTROL WIRE W/ 24' COILED @ FURFLE SUPPLY LINE FROM EXPANSION LOOP MANIFOLD. (EQUAL SIZE OR (D WATERPROOF WIRE CONNECTOR LARGER THAN LATERAL FIFE LEAVING THE VALVE) @ PURPLE VALVE I.D. TAG. <THREAD NYLON ZIF TIE THROUGH HOLE IN @ FURFLE NON-PRESSURE TAG) LATERAL LINE, SEE FLAN FOR (1) FINISH GRADE SIZE. @ COMPACTED BACKFILL @ ¾• ROCK GRAVEL 13A5E AND MATERIAL SEE SPECIFICATIONS SUMF. (COMPACT GRAVEL FOR · -130X 13A5E. DO NOT USE FOR REQUIREMENTS. 13LOCK5 OR 13RICK5. FILL @ FURFLE RECTANGULAR VALVE GRAVEL TO BOTTOM OF VALVE. 130X, SEE 5FEC5. <DO NOT CUT @ Kl31 FVC SCH 80 UNION MIFT x ADDITIONAL HOLES IN 130X) FIFT MODEL. ' G) CONTROL VALVE FER LEGEND, @ FILTER FABRIC. WRAF I LAYER SEE PLAN FOR SIZE. AROUND 130X COVERING @ FVC SCH 80 MALE ADAPTER, 2 HOLES. REQUIRED. 0 ELECTRIC CONTROL VA~~~_ ,us FINISHED GRADE IN 5HRU13 AREAS I 2 3 ® CD GREY RECT. VAL VE 130X W/ 130L T COVER, ST. 5TL 130L T, WASHER (D LOW VOLT AGE CONTROL WIRE COIL, 24' MINIMUM @ FVC/ ELECT. T AFE (1) UNPl5TUR13ED SOIL/ COMPACTED SOIL @ SEAL CONDUIT ENDS WITH AEROSOL FOAM SEALANT @ LANDSCAPE FILTER FABRIC, WRAF UF AND COVER 130X HOLES G) FVC SCH 40 ELECT. CONDUIT/ SWEEP, WHERE REQUIRED @ I CU. FT MIN. 3/4' GRAVEL 5UMF @ SEE 5FEC5. FOR COVER DEPTH @ FLUSH W/ FINISH GRADE IN TURF, 2' ABOVE FINISH GRADE IN SHRU13/GROUNDCOVER AREAS @ FURFLE RECYCLED WATER WARNING TAG W/CONTROLLER DESIGN., TIED FIRMLY TO VAL VE 130X WITH NYLON ZIF STRAP. ® CONTROL WIRE PULL BOX SECTION -N.T.S. FF<OVIDE 12' HIGH WHITE ADHESIVE LETTEF<ING TO DESIGNATE CONTF<OLLEF< CALLOUT. PLACE ON CONTF<OLLEF< &!DE FACING &TF<EET. CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 L I~ tr=::::(J:==;-h ~----11;, 6' FROM EACH SIDE, FRONT AND 13ACK OF THE ENCLOSURE. 1/4' TYF. AFFL Y FOAM SEALANT INTO VOID &PACE IN CONDUIT END& INSIDE CONTF<OLLEF< ENCLO&UF<E. G) PRE-ASSEMBLED CONTROLLER REFER TO LEGEND. G) I' FVC SCH 40 GREY CONDUIT FOR FOWER SOURCE. EXTENDED TO JUNCTION 130X. Q)coNTROL VALVE WIRES TO TERMINAL 5TRIF. BUNDLE TOe:.ETHER WITH ZIF TIES. @)MASTER VALVE WIRES, FLOW METER WIRE TO TERMINAL STRIP. BUNDLED SEPARATE FROM CONTROL WIRES WITH ZIF TIES. @ 3/4' FVC SCH 40 GREY CONDUIT FOR MASTER VALVE WIRES. ® 3/4' FVC SCH 40 GREY CONDUIT FOR FLOW METER CABLE. G) SPARE I' FVC SCH 40 GREY CONDUIT @ SPARE I" FVC SCH 40 GREY CONDUIT. L,-----------{ 2 ,...------{.3 @ GROUNDING ROD/ KIT PER MANUFACTURER'S SFECIFICATION5. @ FVC SCH 40 GREY CONDUIT I FOR CONTROL WIRES, SIZE FER 5FECIFICATION5. @ MOUNTING FRAME ,1 TEMPLATE INST ALLEP FER MANUFACTURER'S DETAILS. AFFL Y 51LCONE SEALANT BETWEEN CONCRETE 13A5E, FRAME AND ENCLOSURE. @ SOLID FOUR CONCRETE 13ASE, MINIMUM 6' THICK i @ ANCHOR FOR MOUNTING FRAME . FER MANUFACTURER'S 5FECIFICATION5. @ ¾' FEA GRAVEL SUMF. @ RAIN SENSOR <MOUNT ON CONTROLLER ENCLOSURE, NOT ' ON LID) MOUNT ON 13ACK SIDE. ' SEAL PENETRATIONS WITH . WATERPROOF SILICONE SEALANT. PF<OVIDE 2' HIGH WHITE ADHESIVE LETTEF<ING TO DESIGNATE CONTF<OLLEF< CALLOUT. PLACE ON CONTF<OLLEF< &!PE FACING &TF<EET. CD 13 0 0 © 4 ® @ 5 'MIN . G) 6' ® ® @ ® ® ® @ @ ~ b ® ® &OLAF< CONTF<OLLEF< <&EE LEGEND) W/ FF<ONT PLATE ACCE&& CONTF<OLLEF< ENCLO&UF<E (&EE LEGEND) APAFTEF< FOF< MOUNTING COLUMN .35' LONG MOUNTING COLUMN ANCHOF< BOLT& (PEF< MFF<'& J-:EQ'MT&) ,' ; 2' ABOVE FINISH GF<APE <TYP. ALL AF<OLINPJ IF<F<IGATION CONTF<OL WIF<E AND &EN&OF< KIT WIF<E TO CONTF<OLLEF< CONCF<ETE FOOTING ( A& WIPE AND A& LONG A& F<EQ'P TO &UPPOF<T ENCLO&Ufsi:,. &EE AL&O DIMEN&ION) &EE &PEC&. FOF< DEPTH OF COVEi-: 24' AFFL Y DUCT TAPE TO COLUMN END OF< OTHEF< APPF<V'P METHOD TO &EAL OPENiNG BACKFILL (~Ei% COMPACT./UNPl&T. &UOOF<APE) &UF<FACE MOUNT F<AIN &EN&OF< IN VANDAL F<E&l&TANT ENCLO&UF<E 4' MIN. (&LOPE AWAY FF<OM MOUNTING COLUMN ON ALL &!PE&) 10' PIA. F<OUNP VALVE BOX CONCR/ BF<ICK &UPPOF<T& (END TO END UNPEF< BA&E OF VALVE BOX) I CU. FT MIN. PEA GF<AVEL &UMP F<AIN &EN&OF< KIT. PF<OVIPE WATEF<PF<OOF WIF<E CONNECTION&. 'q" 0 C\I -r-,... ..-- I () a: <( ~ K AUTO. ELECTRIC CONTROLLER L AUTO. SOLAR-POWERED SECTION -N.T.5. CONTROLLER ENCLOSURE ASSEMBLY ENCLOSURE ASSEMBL l SECTION -N.T.S. 0 NOTE: A55EM13L Y MUST 13E INSTALLED IN A MANNER WHICH FACILITATES EASY ACCESS. ENSURE METAL TAG 15 EASILY REAP. USE TEFLON T AFE ON ALL THREADED CONNECTIONS. _,.,-------{ 5 ,...-----------, 6 _,.,-----{7 NOTE: USE TEFLON T AFE ON ALL THREADED CONNECTIONS. PRESSURE REGULA TOR ASSEMBLY CDFURFLE RECTANGULAR VALVE 130X, SEE 5FEC5. (DO NOT CUT ADDITIONAL HOLES IN 130X) (2)PRE55URE REGULATOR REFER TO LEGEND. @FINISH GRADE. G)coMFACT BACKFILL MATERIAL. SEE 5FECIFICATION5 FOR REQUIREMENTS. @FVC SCH 40 MALE ADAPTER, MIFT X 5LIF, LINE/VALVE SIZE. @FILTER FABRIC. WRAF I LAYER AROUND 130X COVERING HOLES. G) PURPLE PRESSURE 5UFFL Y LINE. SEE FLAN FOR SIZE. @ FVC SCH 40, 45 DEGREE SL IF ELLS. FOUR (4) REQUIRED. ®¾• ROCK GRAVEL 13A5E AND 5UMF. (COMPACT GRAVEL FOR 130X 13A5E, DO NOT USE 13LOCK5 OR 13RICK5, FILL GRAVEL TO BOTTOM OF VALVE. @FURFLE RECYCLED WATER WARNING TAG, TIED FIRMLY TO VALVE 130X WITH NYLON ZIP STRAP. SECTION -N.T.5. NGIN :uj RLA 2342 EXP. __ _ "AS BUil T" P.E. __ __ EXP.-~- REVIEWED BY: Ll-10 03/17 /14 DATE DATE INSPECTOR DATE fsHml CITY OF CARLSBAD I SHEETS I ~====~===t==========================t===j====t===j===j ~ ENGINEERING DEPARTMENT 77 3916 Normal 5tm:t 5ml Dlteo, CA 92103 619.294Mn rex • 619.294.9965 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNVT AVE IRRIGATION DETAILS PROJECT NO. 3957 I DRAWING NO. _ 460-6 ' ,,,-, / p ' T CD Cl-!ECK VALVE (SEE LEGEND) @ FURFLE FVC LATERAL FIFE, TYF. ® @ ® @ G) FURFLE 10' DIA. ROUND VALVE BO>< WIT!-! LOCKING LID I " SEE SFECS FOR DEFT!-! OF COVER COMPACTED SUBGRADE FVC SCI-! 40, SxT MALE ADAPTER NOTE, USE TEFLON T AFE ON ALL Tl-!READED CONNECTIONS ® CHECK VALVE (IN-LINE ON LATERAL) I I 3 o.~- (D FURFLE COLOR FRE5SURE LINE 0 I' QUICK COUPLER W/ ACME Tl-!READ Tl-!READ 4 PURFLE LOCKING COVER, FVC SCI-! 40 (SS) FITTING, !3RASS NIFFLE @ LINE SIZE BALL VALVE @ FVC SCI-! 40 SOL VENT WELD FITTINGS @) FURFLE COLOR VALVE BO>< AND LID <SEE SFECS.) @ BRICK SUFFORTS ON COMPACTED, UNDISTURBED SUBGRADE (MIN. OF FOUR FER BOX) G) 3/B" DIA FEA GRAVEL SUMF (MIN. 1/2 CU. FT J SECTION -N.T.S. CROSS CONNECTION CONTROL TEST STATION FLAN -NO SCALE 4' MINIMUM FROM SIDES OF TRENCH 6' MINIMUM 6ETWEEN AL.L. FIFES. (Di-!ARDSCAFE MATERIAL. Q)BASE MATERIAL. @BACKFILL MATERIAL. FREE FROM ALL ROCK AND DEBRIS GREATER Tl-!AN ONE INCi-!. @FURFLE NON-PRESSURE LATERAL LINE IN FVC SCI-! 40 SLEEVE TWICE Tl-IE DIAMETER OF Tl-IE LINE RUNNING Tl-!ROUGI-!. ALL FURFLE LATERAL LINES Sl-!ALL BE AT Tl-IE SAME DEFT!-! UNDER 1-!ARDSCAFE. @)FURFLE 3' WIDE DETECTABLE MARKING T AFE. Cl-!RISTY'o T A-DT-F-RW OR EQUAL. ~------; I ;,.__,_ -------------i 2 ~-----,3 1~-------14 ~------{!:, ~-----10 ~-----17 ~-----,B 4' MINIMUM 6ETWEEN FIFE AND CONTROL. WIRE CONDUIT @CONSTRUCTION GRADE SAND. b' ABOVE AND b' BELOW PRESSURE SUFFL Y LINE. G) FURFLE PRESSURE SUFFL Y LINS IN FVC SCI-! 40 SLEEVE TWICE Tl-IE DIAMETER OF Tl-IE LINE RUNNING Tl-!ROUGI-!. @CONDUIT FOR ALL IRRIGATION WIRES. SEE LEGEND FOR CLASS, REFER TO SPECIFICATIONS FOR SIZES. @ TRENCl-t IN l-!ARDSCAPE u STREET SURFACE---. 3.5' POTABLE MAINLINE- MINIMUM REQUIRED ---+-12' VERTICAL SEPARATION _______ ..-- RECLAIMED WATER IRRIGATION MAINLINE IN SLEEVE-------~ NOTE, ALL RECLAIMED WATER IRRIGATION FIFE AND SLEEVES Sl-!ALL BE FURFLE AND LABELED .AS SPECIFIED IN Tl-IE 'STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS WATER DISTRICT' RULES AND REGULATIONS . FOR CONSTRUCTION OF RECLAIMED WATER MAINS OCTOBER 1993. TABLE SERVICE LINE CROSSING SECTION -N.T.S. Ha----, 3 :><itrnrn=!!!!:!Y 4 :=;f----,E, ~~L---<B -:· > ·, < e:-.·.:_·.-->l-x~M~ffilLr---(9 ;: \i;\\i :Ii; :i I;I;•l~Fmrrl: 4' MINIMUM FROM SIDES OF TRENCH (DFINISI-! GRADE. 6' MINIMUM 6ETWEEN AL.L. FIFES. Q)BACKFILL MATERIAL. FREE FROM ALL ROCK AND DEBRIS GREATER 4' MINIMUM 6ETWEEN FIFE AND CONTROL. WIRE CONDUIT @CONSTRUCTION GRADE SAND. b' ABOVE AND b" BELOW FURFLE PRESSURE SUFFL Y LINE. Tl-!AN ONE INCi-!. G) FURFLE PRESSURE SUFFL Y @FURFLE NON-PRESSURE LATERAL LINE. SEE LEGEND FOR CLASS, LINE FOR RISERS, AND TEMPORARY REFER TO FLAN FOR SIZE. IRRIGATION. SEE LEGEND FOR @CONTROL WIRES, BURIED CLASS, REFER TO FLAN FOR SIZE. DIRECTLY BESIDE PRESSURE @FURFLE NON-PRESSURE LATERAL SUFFL Y LINE. BUNDLE WIRES LINE FOR 12' FOF-UF !-!EADS IN WIT!-! TAFE AT 10' MAXIMUM PERMANENT INSTALLATION. SEE INTERVALS. LEGEND FOR CLASS, REFER TO @CONDUIT. (Wl-!EN USED FOR FLAN FOR SIZE. WIRES IN LANDSCAPE AREAS) @)FURFLE 3' WIDE DETECTABLE SEE LEGEND FOR CLASS, MARKING TAFE. REFER TO SPECIFICATIONS FOR Cl-!RISTY'S TA-DT-F-RW OR EQUAL. SIZES. ® TRENCl-t IN LANDSCAPE SECT SIDEWALK --METER BO>< WIT!-! METER CURB --"k--+-+ 24' ---"k-- .. 12' MINIMUM 10' MINIMUM TO POTABLE MAINLINE IN STREET RECLAIMED WATER LINE IRRIGATION MAINLINE WIT!-! SLEEVE'__o,. NOTE, VERTICAL CLEARANCE OF 12' 15 MANDATORY Wl-!EN CR0551NG FATl-l OF A FOTA6LE WATER LINE. INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24' FROM FACE OF 51DEWALK WILL PROVIDE NECE55ARY IIZ>' I-IORIZONTAL CLEARANCE FROM FOTA6LI: MAINLINE IN Tl-IE STREET. " . ®POTABLE MAINLINE CROS~:;,;:;: _ "_rn_ ' . CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 FLUG INSTALLATION STEPS CD INSERT WIRES Tl-!ROUGI-! !-!OLES IN CASE OF BODY. 0 TWIST STRIFFED WIRES TOGETI-IER AND AFFL Y CRIMF SLEEVE WIT!-! AN INDENT TYFE CRIMPING TOOL TRIM EXCESS WIRE. ® FUSI-! WIRES ALL Tl-IE WAY INTO Tl-IE FLUG TO COMFLETEL Y SEAL Tl-IE CRIMF. @ INSERT DS-300 SEALANT TO TOF OF FLUG. ® INVERT BODY AND INSERT FLUG INTO BODY UNTIL IT SNAFS TIGl-!T. OD CJ--=---) ~) CRIMP BODY SLEEVE WIRES NOTE: , DS-100 FITS AWG l'JB, l'J4, •12 OR f[0 WIRE ® WIRE CONNECTOR S (SPEARS DRI-SPLI SECTION -N.T.S. NGINEE :aj RLA 2342 EXP. --'-- "AS BUil T" P.E, __ EXP,-~- REVIEWED BY: INSPECTOR 'q" .,..- 0 C\I ... " .,..- I () a: <( ~ Ll-11 03/17 /14 DATE DATE DATE f-------,--+------------a-'----l-----1----1-----1 ~ CITY OF CARLSBAD I SHJ~TS I ~ ENGINEERING DEPARTMENT 3910 Nenno -""' ""80, CA 92100 619.29-M,477 lo<• 019£94,9965 EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE IRRIGATION DETAILS AP~~ G~U.:EM -·· #. t----t-----t-c~------------+---+--+---i---l CITYENGINEER PE 412D4 EXP. 03-31-15 DATE DA TE INITIAL DATE INITIAL DATE INITIAL DWN BY: --PROJECT NO. I DRA'MNG NO. REVISION DESCRIPTION CHKD BY: --3957 460-6 I •L __________ _;_ _____________________________________________________________ __._ _____ ~EN~GIN~EE~R~OF~W~OR~K~========================~O~TH;ER~A~PP~RO~~~L~~CIT;Y~AP~PR~O~VA~L~R~VWD~B~Y~:~~~======~===~ LANDSCAPE ZONE MAP ,. ~ - -MAP NOT TO SCALE LANDSCAPE ZONE LEGEND -ZONE TWO REFINED LAND!:>CAFE ZONE THREE NATURALIZING LANDoCAFE " LAND!:>CAFE ZONE!:> FER CITY OF CARLoE3AD LANDoCAFE MANUAL WATER CONSERVATION NOTES I. NO ZONE ONE FLANTo ARE FROFO!:>ED Ao FART OF Ti-115 PROJECT. 2. NO TURF lo FROFO!:>ED Ao FART OF Ti-115 PROJECT. 3. RECYCLED WATER EQUIPMENT AND FIFING WILL BE INoTALLED IN ANTICIPATION OF FUTURE RECYCLED WATER AVAILABILITY IN Ti-115 AREA. 4. Ti-IE FROFOoED LANDoCAFE FOR EL CAMINO REAL ROAD WIDENING ADI-IEREo TO Ti-IE CITY OF CARLoE3AD FRINCIFLEo OF XERl!:>CAFE 61 UoE OF LOW WATER UoE, CLIMATE ZONE AFFROFRIATE FLANT MATERIAL, Ti-lOROUG!-1 !:>OIL FREFARATION, MULCI-IED oi-lRUE3 AREA!:>, FROFER MAINTENANCE AND MANAGEMENT AND EFFECTIVE AND EFFICIENT WATERING METI-IODo. NEWL '( GRADED oLOFEo WILL BE i-lYDROoEEDED WIT!-1 A LOW WATER UoE, NATIVE oEED MIX AND TEMFORARIL '( IRRIGATED UNTIL FLANT EoTAE3Lloi-lMENT TO ENoURE oUCCEooFUL FLANT GROWT!-1 AND PREVENTION OF !:>OIL ERO!:>ION. ALL FLANT MATERIAL FROFOoED WITI-IIN Ti-IE MEDIAN FALL!:> WITI-IIN Ti-IE CITY OF CARLoE3AD ZONE 2 CLAoolFICATION OF LOW WATER UoE AND LOW MAINTENANCE TYFE FLANTo. TREE!:> WILL BE IRRIGATED ON BUBBLER 01!:>TEMo oEFARATE FROM Ti-IE oi-lRUE3 IRRIGATION 01!:>TEMo. WATER CONSERVATION SUMMARY Ti-IE IRRIGATION 5Y5TEM 15 FROFO5ED TO UTILIZE FOTAE3LE WATER UNTIL 5UC!-I TIME RECYCLED WATER 15 MADE AVAILABLE. Ti-IE IRRIGATION 51!:>TEMo ARE DESIGNATED 61 E3OTi-l PERMANENT OR TEMPORARY TYFE5. Ti-IE PERMANENT IRRIGATION 5YoTEM5 ARE FROFO5ED FOR LAND5CAFE ZONE 2. Ti-IE TEMPORARY IRRIGATION 5Y5TEM5 ARE FROFO5ED FOR LAND!:>CAFE ZONE 3. ZONE 2 PLANTS ARE LOW-WATER U5E ORNAMENTAL TYPES. ZONE 3 PLANT!:> ARE VERY LOW TO LOW-WATER U5E TYPES. ZONE 3 FLANT5 ARE TO BE PROVIDED IRRIGATION WATER TO 5U5TAIN Ti-lEM UP UNTIL FLANT E5TAE3Ll5!-IMENT, Ti-lEN DISCONTINUED TO BE 5ELF-5U5TAINING ON NATURAL FRECIFITATION. ZONE 2 INCLUDE!:> AREAS 5UCI-I A5 ROADWAY MEDIAN, FILTRATION UNITS AT EDGES OF Ti-IE ROAD, AND SOME AREA!:> IN Ti-IE FURTI-IER REACl-!Eo OF CITY RIGI-IT-OF-WA 1. TOTAL ESTIMATED ANNUAL IRRIGATION WATER U5E 15 A5 FOLLOWS: ZONE 2, 2.44 AC-FT/YR ZONE 3: 2.4 AC-FT/YR CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 NORTH 1;._;, RLA 2342 EXP. -~- "AS BUil T" P.E. __ EXP. __ _ REVIEWED BY: WC-1 03/17 /14 DATE DATE INSPECTOR DATE [SHEEll CITY OF CARLSBAD ISHJ7ETSI ~===~===~~========================~====~===1====~==:::: ~ ENGINEERING DEPARTMENT ---... 0.,,,, Cl\ 9010! 619~Mn tr,(,• 619.w4.9965 EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE WATER CONSERVATION PLAN APP~Gww~~ . 18¢1 t------t-----t-;.----------------+---+--+-----,---1 CITY ENGINEER PE 41204 EXP."03-31-15 DATE DWN BY: --PROJECT NO. I DRAWING NO. CHKD BY: --3957 460-6 RVWD BY: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL j ' • ,, -- BEGIN SOLDIER PILE WALL "A' END SOLDIER PILE WALL "A" I 1 +00 SOLDIER PILE WALL "A' 338'-0" MEASURED ALONG WALL LOL BOTTOM OF WALL (BW)-------. J. TOP OF WALL (TW) DATUM ELEVATION I 2+00 BEGIN WALL "A' STA 1 +00.00 = STA 513+69.34± ~ EL CAMINO REAL 53.44'± LT N 2,002,555.924 E 6,235,032.438 CABLE RAILING \ FINISH GRADE AT -140.000'~ FACE OF WALL I I 3+00 4+00 END WALL "A' STA 4+38.00 = STA 517+06.31± ~ EL CAMINO REAL 53.00'± LT N 2,002,862.274 E 6,234,889.632 ~-BEGIN SOLDIER PILE WALL "B" 1 +00 TOP OF WALL (TW) 2+00 BEGIN WALL "B" STA 1 +08.00 = STA 517+58.85± ~ EL CAMINO REAL 53.00'± LT N 2,002,909.898 E 6,234,867.432 CABLE RAILING FINISH GRADE AT FACE OF WALL 3+00 ELEVATION 4+00 HORIZONTAL 1" -50'-0" VERTICAL -1" = 25'-0" SOLDIER PILE WALL "B" 888'-4" MEASURED ALONG WALL LOL BOTTOM OF WALL (BW) 5+00 6+00 7+00 (D CURVE DATA R -2,053.00' t::,,. -OT 37'06" L = 272.98' END SOLDIER PILE WALL "B"---. 8+00 BEGIN CURVE STA 7+23.32 STA 523+ 7 4.18± ~ EL CAMINO REAL 53.41' LT N 2,003,467.599 E 6,234,607.458 9+00 10+00 -1 · I CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 END WALL "B" STA 9+96.30 = STA 526+38.61± ~ EL CAMINO REAL 58.74± LT N24"59'34"W N24"59'34"W N 2,003,721.946 ==1 +oo ===== 2 +oo =====3 + oo ===== 4+ oo =====1 +~o~o::::::::=~::::::::;;;==~2~+~0~0~:C:C::::==:::::c~~3~+0oico~:C:::::::::::::C.:C:'.::::C4~+;o~oj ~CCo~:C.~CCoCCo~:C.C55~+0oOo"::C:::::C="::C:C:'~6~+~o~o'c"::CC::C:'"::C:'c~7~+~oi'co~~~:C::::::::::::~;c;,8~+~o){0~::C~::C~aC~::C;:;~~oo'~;;;;;~~;;;;;~;;;;;:E~6 · 234' 508· 887 DRIVEWAY 9+00 514+00 515+00 516+00 517+00 518+00 519+00 520+00 ~ EL CAMINO REAL PLAN 1" = 50' -0" INDEX TO PLANS SHEET NO. TITLE SHEET NO. TITLE 64 GENERAL PLAN 70 WALL LAYOUT NO. 4 65 FOUNDATION PLAN NO. 1 71 RETAINING WALL DETAILS NO. 1 66 FOUNDATION PLAN NO. 2 72 RETAINING WALL DETAILS NO. 2 67 WALL LAYOUT NO. 1 73 RETAINING WALL DETAILS NO. 3 68 WALL LAYOUT NO. 2 74 RETAINING WALL DETAILS NO. 4 69 WALL LAYOUT NO. 3 521+00 522+00 523+00 524+00 . QUANTITIES (F) STRUCTURAL EXCAVATION (SOLDIER PILE WALL) (F) STRUCTURAL BACKFILL (SOLDIER PILE WALL) (F) LEAN CONCRETE BACKFILL (F) CLASS 3 CONCRETE BACKFILL (F) 30 IN DIAMETER DRILLED HOLES (F) STEEL SOLDIER PILE (W18x130) (F) STEEL SOLDIER PILE (W18x86) (F) STEEL SOLDIER PILE (W18x50) (F) BAR REINFORCING STEEL (RETAINING WALL) (F) SHOTCRETE (F) ARCHITECTURAL TREATMENT (F) TIMBER LAGGING (F) CABLE HANDRAIL 525+00 526+00 592 CY 323 CY 282 CY 653 CY 5,136 LF 509 LF 2,773 LF 1,805 LF 47,290 LB 296 CY 11,924 SF 96 CY 1,235 LF ENGINEER OF WORK James T. Frost 3-17-14 P.E. 50865 EXP. 9-30-15 DATE "AS BUil T" P.E, __ EXP.=--"-DATE REVIEWED BY: INSPECTOR DATE fSH:EE17 CITY OF CARLSBAD I SHJ~TS I t----+--+----------=--+----+---+-----1-----l ~ TRANSPORTATION DEPARTME:NT t----+--+-------------+----+---+-----1-----l ~NFELDER ' Bright p1:1ople, Right Solutions. ~ Simon Wong Engineering 9968 Hibert Street, 2nd Fir Son Diego, CA. 92131 Tel (858) 566-3113 Fax (858) 566-6844 Job No. 500-739 EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE GENERAL PLAN APPR~: x~ P~ - CITY~EER PE 41204 EXP. 03-31-15 l--;;D""ATE,,--+7.:IN;,;;-lllA,,.-L+'""..___ __________ -+-==-1-=,..,--f=,,--l--=--I DWN BY: --PROJECT NO. DATE INITlAL DATE INITlAL CHKD BY ,__ 3957 EN91NEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: ORIOINAL SCALE IN INCHES FOR REDUCED PLANS ., , 0 2 · 1 DRAWING NO. . 460-6. ii', ' . -200- // = .. =--::'-< ----- s BEGIN WALL "A' STA 1 +00.00 = :-""" -STA 513+69.34± G_ EL CAMINO REAL 53.44'± LT N 2,002,555.924 E 6,235,032.438 LQ10 514+00 15 2+00 20 ~ -~ G . -T--T-G ...____:::::------====------- 3+00 I G -+-s --- ~ BEGIN WALL "B" STA 1 +08.00 = =------oo ~.::::::-STA 517+58.85± /_I-_:_-:_~::_====;=::::;~::;;;=::_::_=-/~-===-==--==--==--=== q_ EL CAMINO REAL '----53.00'± LT --r--STORM-->oc-==-O8 ~ -N 2,002,909.898 t=.=== DRAIN -_-E 6,234,867.432 IN LET '"" •• k 2 CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 \ \j 10 _\'.:,- 0 35 30 ° N 20 [;; + l'0 7 0 ~ (J) -~ ~ -----------------." 4+00 ~ ;t)j_ 1 ~?0~~-2+00 3+00 ~ 8 "" G --t 7 DRIVEWAY ~ I 7 I 0 /'"~ EXISTING STORM--: : '1-E:ISTING GAS LINE _j r 18"¢ STORM ~-"" -; s s ' I --;·~---T s T s s ~ DRAIN __/ '-~, DRAIN INLET 11 °+ ,, EXISTING 24" STORM DRAIN '-" 111 .,,,,,----~ EL CAMINO REAL o EXISTING SEWER LINE -1--_, I 515+00 "" I I-' I N ~ I ~ 516+00 --""~"-""-,.-:y+oo / !! 518+00 519+00 52o+ool iO --+--------~1;::=:::::ii======---_-_-_-_--;--\-_-_-_-_-_-_-_-_-_-_-_-_-_---,,-::i:==-=--=--=---=...-_---+-:::~~~~~~~.::j--+-_-_-_--~ _------r·-----=--=---=...-_-_-_-_-_-----;1-=-========--'s ' i=====-=-=-=-:--:::;;::r::==~===:--:=-·1-:::::;::;=:;=~--==-1== --=-=-=-=-=-=.::t'-::=--t========--==-i:i========---==-!1-=======----==-:t.=-:::::.:::;;.=-=-=-::i:.=-:::::; (J) '-.J II ~ -> "" 0 II ......:,. j Ol --0" II OJ n:: ===::::s;;========\========:;========F======'G:===~==F=====:i;======:i;:=====~;:=i:s::;=====;===i=i====~=~======\=========i;======\::======i::i:::======\::=====l O "" II z "" "" II 2 0 II ~ \'-11 u EXISTING FUEL LINE """ 11 ~ \ \ T T T T -~"" T I --T T T --w '-" ~I _j@ M --~-W W W W \--'II''-11,--W W W ==~r-:==---:=,:~----==~==~=---==~=~==-'s~==---==~~~=~-r-=='i~=~=~==>~,-=~---==='>;;:--==~==-r-~~---===-====~==-,1r.k-n~---7 w 1 ~~~~::::'.:=:=:..•:====. r=c=....__==. ~=. ~=.=_=.=_==r:-l~--.-=--. =--. =-'· \-....... -_.--~~.-_-.-=_-.-=_-_ -;--~:---~~---;1-.-\-~---,-. =----;-,~-"'. ~....:._-_-_-=_,.-=_--"._~--=---=-~-~-e-.:.~_~_-=_-_-=_-_-;-~_ =_-_ =-....:.-~ij~~~111+11~:t:~t-. =--:--. =-~-~---_-_-_,_-=_~_-=_-_ =---=-~--=---~;_----~---=-------i_=-_~. =---~~-~""'-~-.-=-__-_=-_-. 1.·L:__-:;;•~ ~ i J!~ ..... " 2 -150 -150 1. PROTECT EXISTING UTILITIES IN PLACE. 2. (Jf) DENOTES PILE NUMBER -SEE "TYPICAL SOLDIER PILE WALL SECTION" ON "RETAINING WALL DETAILS NO. 1" SHEET AND "SOLDIER PILE SCHEDULE" ON "RETAINING WALL DETAILS NO. 2" AND "RETAINING WALL DETAILS NO. 3 " SHEETS FOR INFORMATION NOT SHOWN. Don't Dig ... Until You Call U.S.A. Toll Free 1-800-227-2600 for the location of buried utility lines. Don't disrupt vital services. TWO WORKING DAYS BEFORE YOU DIG PLAN =------------...1111_ ~It 1" = 20· -o" G,NFELDER \;; Bright poople, Right Solutions. ~ Simon Wong Engineering 9968 Hibert Street, 2nd Fir San Diego, CA. 92131 Tel (858) 566-3113 Fax (858) 566-6844 Job No. 500-739 170 160 ENGINEER OF WORK Jomes T. Frost 3-17-14 P.E. 50865 EXP. 9-30-15 DATE - - "AS BUil T" P.E. __ EXP. __ _ DATE REVIEWED BY: INSPECTOR DA TE iSHEEil CITY OF CARLSBAD ISH~TSI ~===~===~=========================~====:===:===~===:::: ~ TRANSPORTATION DEPARTMENT EL CAMINO REAL ROAD WIDENING TAMARACK A\/f. TO CHESlNUT A\/f. FOUNDATION PLAN NO. 1 CITY ENGINEER PE 41204 EXP. 03-31-15 1---ac:-=--+,,=-+'-..._-----------+-----+----+--1---1 OWN BY: __ DA1E INITIAL t--DA_1E~_IN_ITIA_L-+-D_A1E_~I_NITI_AL--I CHKD BY: __ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. 3957 I DRAWING NO. . 460-6 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS ' 0 2 3 l_ 1/1 ' :::r Cl I!) :e I!) C) .... al U1 .i::i, 0 a, -~ ..... ..... al • 50 55 --- 4+00 5+00 ;, GT ~_'-_-_~~~-_-_-_-_-_-_-_-_-_-_-_-_-_-_TtL/--- 11-1 ----------------;/!-, -----..._ ____________ 1·~ I t1[1 =======-=~=-EXISTING STORM DRAIN --===::::::::--,1 I --------=~::--1- I! I ------=---=-----_-_--::__--::__-=._-=._-.::.._-' -STORM DRAIN 70 75 80 95 -. 6+00 7+00 I I BEGIN CURVE STA 7+23.32 STA 523+ 7 4.18± ..,,. ~ EL CAMINO REAL r----. 53.41' LT N 2,003,467.599 E 6,234,607.458 -----=: :::=?: 'J---',---1105 0 z <( 7 (r-- s T s if7 s IIT !~18"¢ s -· --·--\ s-- "l-o EXISTING STORM DRAIN + 0 N Ul ~1 EXISTING SEWER LINE 521+00 r EXISTING FUEL LINE -~ 522+00 I i \ -~ --\ ii 523+00 (f) ~-- _J I J -r= -Jr -7r -7r -l[ I W<( W.:.. --it--.... --II---ii , _. II -i!--+--11---il O'.'. l==¼======~=====~=====~~======3r======~=====~====j=/==~ JLJ_JL_Jl O O II _J w T ,--T T @ 1---r.-;~-:,-:,-=._-=-,;~-;:=--==c--;--=~=--==w=--==~==--r-==~¾=w=--==~==---k:==~=w=--=~~==--r--==-'-<-p;--11w --© ~-;~ -I+: -----, ,W -·-t-', I 3 jw-(k;,}.J--1~>,_-----__:_-~-----~-~,----__,;~-----:--~-----;--~----~ -·-·-c· •vv~·-·-·-·-~ C)_.\ ·-·-·-· ·-·-·-· ·-·-·-· 1----=rr~ 2 I:.=-~~=;~~;~~--~--==-•------.....__ 1--1 8 ,L _ ---........ - 170 170 NOTES: 1. PROTECT EXISTING UTILITIES IN PLACE. 2. DENOTES PILE NUMBER -SEE "TYPICAL SOLDIER PILE WALL SECTION" ON "RETAINING ...._ --- (Jf) WALL DETAILS NO. 1" SHEET AND "SOLDIER PILE SCHEDULE'' ON "RETAINING WALL DETAILS NO. 2" AND "RETAINING WALL DETAILS NO. 3 " SHEETS FOR INFORMATION NOT SHOWN. Don't Dig ... Until You Call U.S.A. Toll Free 1-800-227-2600 for the location of buried utility lines. Don't disrupt vital services. TWO WORKING DAYS BEFORE YOU DIG 190 __ , ___ ~ T T .- 524+00 EL CAMINO REAL -l -w - 200- PLAN 1" = 20'-0" ~NFELDER ~ Brighi people, Right Sofotions. ~ Simon Wong Engineering 9968 Hibert Street, 2nd Fir San Dlega, CA. 92131 Tel (858) 566-3113 Fox (858) 566-6844 Job No. 500-739 8+00 I G- --- T - -----'----l CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 140 -o- s --------G 1--s-- EXISTING STORM DRAIN INLE0 --\ -- ---+---__ ff f f END WALL "B" STA 9+96.30 = STA 526+38.61± Cl EL CAMINO REAL - 58.74± LT N 2,003,721.946 - E 6,234,508.887 -,~- // G .:::-.::::--:_::::,... a ---- EXISTING 24"¢ STORM DRAIN ~/ / __ --T .--5~-~=~~t--rt' -' -18"¢ STORM DRAIN --\---/ - 525+00 .-·11 · -ff STORM DRAIN INLET-~ _\---==--'-=------.]\----0~Jt;=;~::=:t-;:;------1 --0 --\ w 1_ l l 526+(i6.:::-=lf""7r= = ::::it::: ::::: 1/:: -.... l -.u... -.... ::::: :Jt ::::: ::J !"f -=Jl.-II --"= f f fl f I f f I I w ff -fl tt-- -i ::---------------- -24"¢ STORM DRAIN / ENGINEER OF WORK Jomes T. Frost 3-17-14 ' P.E. 50865 EXP. 9-30-15 DATE "AS BUil T" P.E. __ EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE fSHml CITY OF CARLSBAD I sHJ~Ts I 1----+---+--------------+---+--+---t---l ~ TRANSPORTATION DEPARTMENT 1----+---+--------------+---+--+---t-----t EL CAMINO REAL ROAD WIDENING TAMARACK AVf. TO CHESTNUT AVf. FOUNDATION PLAN NO. 2 1--:=-+,=-+'-...__------------+-::-:--::::-+::-=:-:--+--;:-:-::::-i"7.::::,c--i DWN BY: __ PROJECT NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY I DRAWING NO. 460-6-R =--3957 ENGINEER OF WORK REVISION DESC IPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 ~o l'I) ~ ~ Cl O"I O"I .,::. 0 O"I .... 0 ...., I ...., O"I T NOTES: 1 . 2. 3. TOTAL SOLDIER PILE LENGTH -338'-0" MEASURED ALONG WALL LOL CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 ,-------------------- 2 @ 8'-0" 4 SPACES @ 8'-0" 2' -0" 5 SPACES @ 8'-0" O.C. 34 SPACES @ 6'-0" O.C. -204'-0" " 1 ---~-:;4~0-;--, --;:0:,:--,, ___ ___,,_r _______________________ .::.....:_....:..:....:...:..:.::=---=-=--=-==--=.:::....:.....--=---------------------------J....._=_~11J:6~' =-SO:C"__.)![5~' jrJ~' _1~1~' =_!02:;"-1-~ 10.c. = ~3'!_-0 56'-3" V.C. 3+49.82 V 2+ 79.82 R/C = 3+36.07 168.58 TW -41 -547% 169.99 TW 2+56.46 169.19 TW / STA 18'-0" V.C. 168.21 TW 3+67.82 1 66. 12 TW ~~-1---_m:.:::""",:::::,:,~~7 ~~~;;~;~~:~~~=r-::~~.::2:.:;J_:JR/~C~:_1 __ 1--~ -10.276% 91 + .323% / STA 1 +43.81 161.12 TW 2+38.46 1 64.80 TW 18' -0" V.C. +43.618% (CABLE RAILING R/C = 1+49.18 -SEE NOTE 3 +64.728% ~ TOP OF WALL (TW) BEGIN WALL A 1 +00.00 = 513+69.34± 't EL CAMINO REAL 53.44± LT 155.38 TW 1 +00.00 150.18 BW r , SEE NOTE 1 -~ E SEE NOTE 2 ---, 1 1 +00 1+25.81 156.84 TW +5.630% D 2 E 3 E 4 18' -0" V.C. I R/C = +211.049% / STA D 5 C 6 1 +44.000 151.66 BW DATUM ELEVATION -135.000' -~ j;Ji:=~16=3~.4~6~TW~~L--~~~-j~E~~E~~Ei--~L_:/~S~T:A-~= + 1 .500% rr[F77 -~~h--,-fr 1 +50 C 10 1 +44.00 154.18 BW C 1 1 C C C C 12 13 14 15 WEEP HOLE TYP SEE "TYPICAL SECTION AT WEEP HOLE" ON "RETAINING WALL DETAILS NO. 3" SHEET C C 18 19 2+02.00 156.14 BW 2+00 C 20 C 21 C C 22 23 C 26 2+50.00 157.93 BW BOTTOM OF WALL (BW) 2+50 C 28 TOTAL SOLDIER PILE LENGTH = 338'-0" MEASURED ALONG WALL LOL --•----- 4 SPACES @ 8'-0" O.C. = 32' -0" 3 SPACES @ 6'-0" o.c. 8'-0" i----2 ' -o" TOP OF WALL (TW) 4+06.45 4+01 .45 170.28 TW 171.46 TW +23.612% +6.162% 'b • -18'-0" 18' -o" v.c. R/C = -209.492% / STA 4+24.45 172.29 TW I ~-----.;j~·14.097% ' I @ © @@ _4_+_2_6_. o_o __ / C 50 E 52 4+02.00 164.88 BW ~ V) 0 wo1 z· _01 __J 0) ~ ~, 166.09 BW 4+26.00 165.18 BW FINISH GRADE AT FACE OF WALL DAT 1 UM ELEVATION -145.000' -~"\ 4+00 END WALL A 4+38.00 = 517+06.31± 't EL CAMINO REAL 53.00± LT 170.38 TW HATCHED AREA INDICATES 4" X 1 2" DOUGLAS FIR LARCH N0.2 TIMBER LAGGING 4+38.00 165.18 BW BOTTOM OF WALL (BW) I 4+50 DEVELOPED ELEVATION WALL "A" HORIZONTAL 1" - 1 O' -0" VERTICAL -1" -5'-0" C 29 B 30 B B 31 32 B C 35 36 3+04.00 160.24 BW FINISH GRADE AT FACE OF WALL (PER CIVIL) 3+00 C 37 C C D 38 39 40 41 3+54.00 162.58 BW HATCHED AREA INDICATES 4" X 12" DOUGLAS FIR LARCH TIMBER LAGGING 3+50 E 43 N0.2 --- 0 0 E I§; E 1+ 45 n 44 ~ V) I~ I __J I u ~ :;;;: ENGINEER OF WORK James T. Frost P.E. 50865 EXP. 9-30-15 "AS BUil T" P.E. __ EXP. __ ---c.,.. REVIEWED BY: 3-17-14 DATE DATE INSPECTOR , ,. DATE ---.'-~ DENOTES PILE DESIGN SECTION fSHml CITY OF CARLSBAD 'SHEETS' ~===⇒===⇒========================±===j===j====~==j ~ TRANSPORTATION DEPARTMENT 77 DENOTES PILE NUMBER -SEE "TYPICAL SOLDIER PILE WALL SECTION" ON "RETAINING WALL,, DETAILS NO. 1" SHEET AND "SOLDIER PILE SCHEDULE" ON "RETAINING WALL DETAILS AND RETAINING WALL DETAILS NO. 3 " SHEETS FOR INFORMATION NOT SHOWN. RAILING LIM!,TS NOT SHOWN FOR CLARITY. RAILING SHALL BE CONTINUOUS ALONG TOP OF WALL. SEE TYPICAL SOLDIER PILE WALL SECTION" ON "RETAINING WALL DETAILS N0.1" SHEET FOR INFORMATION NOT SHOWN. NO. 2" ~NFELDER ~ Bright p1Jopte, Righi So/u!ions. /VA\r1 &lmon Wong Engineering 9968 Hibert Street, 2nd Fir San Diego, CA. 92131 Tel (858) 566-3113 Fax (858) 566-6844 Job No. 500-739 r----t---t--------------+--l--l--1----l EL CAMINO REAL ROAD WIDENING TAMARACK Al/f. TO CHESTNUT Al/f. WALL LAYOUT NO. 1 ~~;,;=t:;;;+zt~======================t:::;:::=j=:::;:=j===j===j :~~~~~;~~~'.,03-31~-15 ., DATE INITIAL DATE INITIAL DATE INITIAL g~~D Bi~: PROJECT NO. I DRAW. ING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 3957 . 460-6 ORIGINAL SCALE IN INCHES FOR REDUC,ED PLANS 0 ' ' ' '\: NOTES: 1 . 2. 3. 2'-2" 8' -0" 2+02.44 1+86.13 187,86 TW 1 + 4 9. 3 6 ---:1;--;:8~4:_::. 0_'._'.7___:'T~W- 180.24 T··w 1 +68.13 18'-0" V I 18'-0" V / .C. BEGIN WALL B 1 +08.00 - 517+58.85± 'l_ ~5.5~1NL9 REAL 174.39 TW 1+31.36 R/C __ .C. 181.42 TW R C = 1 93.959% 78.20 TW -55.557% / STA I ~)v----~/_:ST~A:_._l-_::+:6~.3 :3~2~%~J..------::n I + 1 6.332% -,,___ c..., __ 111Y7-,-lll :r: ' 0 1 +08.00 / 168.27 BW 1 + 12. 1 5 168.47 BW 1 +00 D 3 C 4 1+12.15 169.15 BW DENOTES PILE DESIGN SECTION DENOTES PILE 9 169.73 BW DATUM ELEVATION 1 +50 C 10 155.000' -- 14 WALL DETAILS NUMBER -SEE "TY AND "RETAININio. 1" SHEET-AND ,,PICAL SOLDIER PIL RAILING LIMITS N WALL DETAILS NO 30,~DSIER PILE SCH~DtALLE'~ SECTION" ON "RETA WALL SE " OT SHOWN . HEETS FOR ON "RETA INING SHEET F5R ~r6~~~ SOLDIERFOP~L[~~llY. RAILING SHALL INFORMATION NOT l~~gw~AJ_L DETAJLS TION NOT SHOWN L SECTION" ON " R BE CONTINUOUS A . . ETAINING WALL D LONG TOP OF ETAILS NO. 1'' B 15 NO. 2" 2+00 TOTAL SOLDIER 18' -0" I v.c. R C = -120.798% / STA 1+96.15 A 19 173.27 BW PILE WALL LENGTH = 888'-4" MEASURED 85 ALONG WALL LOL SPACES @ 6,_0,, o.c. = 510'-0" TOP OF WALL (TW) 2+79.75 2+20.44 190.95 TW 190.06 TW +1.501% A 22 CABLE RAILING -SEE NOTE 3 A A A 24 25 26 BOTTOM OF WALL (BW) -__,, FINISH GRADE AT FACE (PER CIVIL) 2+50 OF WALL B 29 DEVELOPED ELEVATION WALL "B" HORIZONTAL _ ,, VERTICAL _ 1,, = 10'-0" 1 = 5'-0" B 30 18'-0" v.c R/C = +23.841 % / STA B 32 33 2+97.75 191.61 TW 2+98.15 178.62 BW 4" X ·~~rCHED AREA INDICATES DOUGLAS Fl TIMBER LAG~IN'ct'RCH N0.2 ' 3+00 9968 Hibert Street 2 g Engineering Tel (858) 566-•,,,;d ~r S(an Diego, CA. 92131 Job ax 858) 566-6844 No. 500-739 DATE INITIAL +5.792% ENGINEER OF WORK REVISION DESCRIPTION 3+59.15 195.16 TW 41 42 WEEP HOLE TYP SEE "TYPICAL SECTION AT WEEP HOLE'' ON "RETAINING WALL DETAIL NO. 3" SHEET 3+50 DATE INITIAL OTHER APPROVAL CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 B 43 18' -0" I v.c. R C = -23.840% / STA B 45 B 46 3+77.15 195.82 TW +1.501% r---- 1 m + t0 ;=: B (/) 49 I w 1Z _J I I :r: u ~ ~ ENGINEER OF WORK James T. Frost P.E. 50865 g 3-17-14 EXP. -30 15 DATE P.E, __ REVIEWED BY: "AS BUILT" EXP._~_ DAlE INSPECTOR I SHEET I CITY -j DATE 68 TRANsP£EnoSARLS_B ___ AD I SHEETS I EL CAMINO R DEPARTMENT 77 TAMARACK A~A~oROAD WIDENING CHESTNUT AVf. WALL LAYOUT NO. 2 ~ APP~ • Ql,,EN_ '?A,N PtJiiJ<I /, CITY ~.,LJ.7/(t,,,;., l14ft4 / NGINEER PE 4120~_.,,,_; DATE' · DATE INITIAL DWN BY: --1 EXP. 03-31-15 CITY APPROVAL ~\%g ~~: --1 PROJECT NO. ORIGINAL · . 3957 I DRAWING_ NO. FOR REouc\cl~ELl~s INCHES . 460-6 0 2 3 Vl ~o :g :E .... G') en 00 .i:,. o en -o " I " en j NOTES· 1 . 2. 3. 4. TOTAL SOLDIER PILE WALL LENGTH 888' 4" MEASURED ALONG WALL LOL 2 SPACES@ 8 5 SPACES @ 6, O" O .c. 51 O' O" 8' o" o.c. V 16' o" TOP OF WALL (TW) 5+99.99 6+49.30 CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 " 2 0 SPACES @ V 6+ 79.03 6' o" o.c. 120· o" A V +1.499% 6+97.03 209.40 TW 18'-0" V R/C =.C. + 14.655% 4+37.59 4+43.40 5+20.04 4+61.40 5+82.00 18'-0" V I .c. R C = -71.323% / STA 205.09 TW 6+31.30 204.01 TW 18'-0" V R/C =.C. 208.05 TW +13.590% -6/7.173% STA :r: ' b ' 4+19.59 196.45 TW +1.501% 197.90 TW 18'-0" V I .C. 53 R C = +73.078% / STA B 55 DATUM ELEVATION - DENOTES PILE DESIGN SECTION DENOTES PILE N B 57 198.75 TW 18'-0" V I .c. R C = -73.078% / STA B 60 175.000' -- 4+50 61 200.20 TW CABLE RAILING -SEE NOTE 3 \ 63 B 64 201.08 TW +1.501 % 4+90.15 188.47 BW 5+00 WALL,, DETAILS UM~~R -SEE " AND RETAININ~O. 1 SHEET AND'fl'.flCAL SOLDIER Pl W RAILING LIMITS NO WALL DETAILS NO. 30.~DSIER PILE sc~~D~LE'~ SECTION" ON "RE ALL SEE " · T SHOWN F HEETS FOR ON "RETAI TAINING SHEET FOR /Jr6itLAT~OLDIER OP~Llc~:lr· RAILING SHALL INFORMATION NOT ~~Zw~ALL DETAILS NO. 2" FOR "STORM DRAIN ON NOT SHOWN. SECTION" ON "R,§,~l~l~~Tl~~ous ALONG TO~ OPENING DETAIC' LL DETAILS NO. 1" OF SEE "RETAINING WALL DETAILS NO. 3" SHEET B 70 18'-0" V I .c. R C = +31.009% / STA B 71 73 5+38.04 201.86 TW +7.082% B 76 204.97 TW B 78 B B 79 80 WEEP HOLE TYP 4" HATCHED AREA IN X 12" DOUG DICATES TIMBE~iA6l~IN'tRCH N0.2 SEE "TYPICAL SECTION AT WEEP HOLE'' ON "RETAINING WALL DETAILS NO. 3" SHEET 5+50 DEVELO:ieL ~~~VATION HORIZONTAL _ 1,, VERTICAL _ 1,, = 10'-0" = 5'-0" ~NFELD \'-..,, Bright p60p/f; RI h E R ~ ' g I So/u/fons. lonyl\vf-\ 9968 Hibert Street 2 d ong Engineering . Tel (858) 566-,311; ~r Sa(n Diego, CA. 92131 Job N ax 858) 566-6844 o. 500-739 B 83 6+00 203.29 TW -5.756% 6+29.67± FL 197.49± SEE NOTE 4 DA TE INITIAL +107.479% / STA ENGINEER OF WORK REVISION DESCRIPTION BOTTOM OF WALL (BW) C 94 97 6+98.15 199.94 BW 98 w IZ I :E u ~ 2 FINISH GRADE AT FACE (PER CIVIL) OF WALL 6+50 DA TE INITIAL OlHER APPROVAL ' 7+00 ENGINEER OF WORK Jomes T. Frost P.E. 50865 9 · 3-17-14 EXP. -30 15 DATE P.E. REVIEWED BY: "AS BUil T" EXP. DATE INSPECTOR I SHEET I CITY .• . DATE 69 TRANsP£Eno~ARLSBAD I SHEETS 1 EL CAMINO DEPARTMENT 77 TAMARACK f ~A~o ROAD WIDENING CHESTNUT AVE WALL LAYOUT NO. 3 APP~ CITY~~ ~E5a0/2 DA D PE 41204 EX.~ .. ~.tJD'!A'~ .. 'f. TE INITIAL WN BY: __ I P. 03-31-15 4tr~ CITY APPROVAL 2~~8 -~r __ 11 PROJECT NO. I DRAWING NO. 460-6 ORIGINAL s · . . 395 7 FOR REOUCEiA~~1~s INCHES 0 3 1 ' ' '' ' ' b NOTES: 1 . 2. 3. Wol zo _J + I :r:r---u ~<( 2 ln 7+00 A " V A '' V 2 0 SPACES @ 6' o" (CABLE RAILING -SEE NOTE 3 120' o.c. o" DATUM ELEVATION = 190.000''-- +1.499% 7+50 8' o" I I I I 7+78.67 210.63 TW FINISH TOTAL SOLDIER PILE 8 +11.42 219.46 TW 7+90.39 216.04 TW +16.255% BOTTOM OF WALL (BW) GRADE AT FACE OF WALL 8+00 18'-0" v.c. R/C = -81.974% / STA WALL LENGTH 888' 4" MEASURED ALONG WALL LOL 34 SPACES @ 6' o" o.c. . TOP OF WALL (TW) 8+29.42 221.05 TW +1.499% 8+79.71 221.81 TW 8+92.15 18'-0" V R/C = .C. +29.082% / STA 209.90 BW WEEP HOL SEE " E TYP TYPICAL SECTION AT WEEP HOLE" ON " RETAINING WALL · HEET DETAILS NO 3,, S 8+50 204' o" 8+97.71 222.55 TW 18'-0" V I .c. R C = -45.745% / STA 4" X 9+00 DEVELOPED ELEVATION DENOTES PILE DESIGN SECTION DENOTES PILE N WALL,,DETAILS NJMB,~R -SEE "TYPIC AND RETAININ . 1 SHEET AND " AL SOLDIER PILE RAILING LIMITS NO G WALL DETAILS NO. 30,~D~HR PILE SCHEDi~~~ SOEc1,10N" ON "RETAIN WALL SEE " T SHOWN F EETS FOR IN N RETAINING ING SHEE'I" FOR ~f6~AL SOLDIER oett~:[1Y" Rl'JLING SHALL FORMATION NOT SHOW~ALL DETAILS MATION NOT SHOWN L SECTION" ON ,, Ri"rE CONTINUOUS ALO " . AINING WALL DETAIL1G NTO~~" OF NO. 2" WALL "B" · HORIZONTAL _ 1,, VERTICAL _ 1,, = 1 O' -0" 5'-0" ~NFELD /!_ ~Bdght peopt,, Righi s,,s,'3 Vl\\.r'~ Sirrcon Won . _} \ 9968 Hibert Stre t 2 g Engineering Tei (858) 566~311;d ~r S(an Diego, CA. 92131 J b ax 858) 566-6844 o No. 500-739 DA TE INITIAL ENGINEER OF WORK 9+15.71 9+53.04 223.02 TW 222.46 TW -1.500% B 139 1~'TCHED AREA INDICATES DOUGLAS Fl TIMBER LAG~l~RCH NO. 2 9+50 REVISION DESCRIPTION 25' -0" V .c. I , CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 6' o" -ri-6'-0" I --1 f--2' -2" I R/C = -42.110% / STA 9+78.04 220.77 TW I -12.028% END WALL B 9+96.30 = 526+38.61±. ~ 5E8L CAMINO REAL .74± LT DATE INITIAL OTHER APPROVAL 218.58 TW 9+96.30 213.38 BW 9+86.15 10+00 ENGINEER OF ,WORK James T. Frost ·· P.E. 50865 g 3 -11-14 EXP. -30 15 __ _:_::__ DATE P.E, __ REVIEWED BY: "AS BUil T" EXP. __ ~ DATE INSPECTOR I SHEET I CITY .•· •. DATE 70 TRANSP£Eno~ARLSB. AD I SHEETS J EL CA DEPARTMENT 77 MINO REAL R . TAMARACK AVE TO OAD WIDENING CHESTNUT AVE WALL LAYOUT NO. 4 APPR~ . . Gx' ~~E;;ili<) CITY NGINEER .. , ~ ' PE 41204 · · ,t/:.,../'A. DATE INITIAL OWN BY: -~ EXP. 03-31-15 -,fS•,Zl~· CHKD B I DATE CITY APPROVAL RVWD Y: -~. PROJECT NO ·· BY: 395? · ., DRAWING NO ORIGINAL SC . . 4 . FOR REDUcEl~~ IN INCHES · ,· 60-6 ANS . 0 . . ,,·, j: ,. r i: • I 1 • ,1 '. ' I i i i . ' . i ' • 2' -6" [ 8" SHOTCRETE B11-47 CABLE HANDRAIL 1------, RSP WALL LAYOUT LINE GENERAL NOTES -ALLOWABLE STRESS DESIGN DESIGN: REINFORCED SHOTCRETE: STRUCTURAL STEEL: TIMBER LAGGING: HEADED STUDS: SOIL PARAMETERS: CALTRANS BRIDGE DESIGN SPECIFICATIONS, APRIL 2000 (LFD) 1996 AASHTO WITH INTERIMS AND REVISIONS BY CALTRANS. f'c = 3,600 psi fy = 60,000 psi n = 8 ASTM DESIGNATION A 709M, GRADE 50 S PRESSURE TREATED DOUGLAS FIR -LARCH NO. 2, Fb ASTM A 108, Fu = 65,000 psi cf) -30· o -125 pcf -1500 psi CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 PLAN SYMBOLS SECTION IDENTIFICATION CALTRANS STANDARD PLAN (2006) SHEET NUMBER DETAIL NUMBER RSP ~ INDICATES REVISED STANDARD PLANS r 4" ARCHITECTURAL TREATMENT ,,..--TOP OF WALL ELEVATION MAXIMUM SPACING OF SOLDIER PILES I (SEE WALL LAYOUTS FOR SPACING) I TOP OF STEEL PILE ELEVATION -SEE SCHEDULE 6" J TIMBER LAGGING (TO REMAIN IN PLACE) -SEE DEVELOPED ELEVATION ON "WALL LAYOUT" SHEETS FOR SIZE AT HEADED STUD TYP 1 / 4" SEE "TYPICAL ELEVATION--j:'-JL \ GEOCOMPOSITE DRAIN" ---.J..-Pt DETAIL ON "RETAINING WALL DETAILS NO. 3" SHEET w z ti j~ _J z 0 0 _J _J LL. ~ 0 <( m w ti O:'. 0 z 0 0 t0 U) U) s 0 b (/) ' I zOW <' -Z0::: ·'- N ~<C<( > " " ~ ~ -- ~ SEE "DETAIL 1" THIS SHEET 1/2"¢ A-108 HEADED STUDS @ 12" WITH 6" MIN EMBEDMENT (CENTERED ON PILE WEB) FINISH GRADE BOTTOM OF WALL STEEL SOLDIER PILE (SEE SCHEDULE) --HOLE DIAMETER 2'-6" TYPICAL SOLDIER PILE SECTION 1/2" = 1 '-0" ,......, (/) ' w I-' Sz > .__, ,......, U) ' w o-• O:'. • <( > .__, t '• . ·• . .. · . .1.4:',f FILL VOIDS BEHIND LAGGING '1 WITH COMPACTED SOIL . ' ·: . ., .. · : DRILLED SHAFT FILLED WITH CONCRETE AND LEAN CONCRETE TIMBER LAGGING -SEE ---..._ "WALL LAYOUT" SHEETS FOR SIZE ~ . ·: ' .. .... ' .. .. . :·-~ ·\· ':· ·:·. ~~ · .. : ... . :• a'l ~--. "~ 4 .. -: .• ,. . .• : ~ ◄ :.-.. _-: . -~ . : . ..:. · .. ' SOLDIER PILE -SEE SCHEDULE FOR SIZE Ct_ SOLDIER PILE .. . 4 4. •. . ~ ·. '• , . .. . · ... _ ... ' ..__ ---=;: -I ~ / 2" M I N BEARING _ _____,. 20D NAIL (AS "t;:,~~~j REQUIRED) FOR LAGGING ,'----._ INSTALLATION TYP ----,I 7 . . ... . AND TYPE ' / '-./ --- GEOCOMPOSITE DRAIN -SEE "TYPICAL ELEVATION GEOCOMPOSITE DRAIN" DETAIL ON "RETAINING WALL DETAILS NO. 3" SHEET TYPICAL SOLDIER PILE PLAN SECTION 1 /2" = 1 ' -o" I-2 1/2" 2 1 /2" ----j I I WALL LAYOUT LINE 1/2"¢ A-108 HEADED STUDS 6" MIN EMBEDMENT -TOTAL 4 --1 '-0" l T NOTES: 1. SHOTCRETE (TOTAL 12 IN) SHALL BE PLACED IN ONE APPLICATION. 2. FOR DIMENSIONS "H", "D", '- AND INFORMATION NOT SHOWN, SEE "SOLDIER PILE SCHEDULE" --...._ I ON "RETAINING WALL DETAILS NO. 2 ' V I I V ..--2 1 /2" I I 6" TYP I'© t D l I I ~ . ' I '-611 I I "--STEEL ,, I I SOLDIER PILE VIEW A-A 1"= 1'-Q" AND NO. 3" SHEET. ~NFELDER '- ~ Brig/JI p9ople, Righi Solulfons. ~ Slmon Wong Engineering 9968 Hibert Street, 2nd Fir San Diego, CA. 92131 Tel (858) 566-3113 Fox (858) 566-6844 Job No. 500-739 2" #5 @ 12 -- TIMBER .----... LAGGING 1 / 2" ¢ A-1 0 8 ---t--1-/._, HEADED STUDS TYP GEOCOMPOSITE DRAIN __,, 2" C~LR-,~ # 6 @ 1 2 -1-t--r-# 6 @ 1 2 #5 @ 12 ...____ BOULDERSCAPE FACING DETAIL 1 1''= 1 ·-o" ENGINEER OF WORK James T. Frost 3-17-14 P.E. 50865 EXP. 9~30-15 DATE "AS BUil T" P.E. __ EXP._~_ DATE REVIEWED BY: INSPECTOR DATE [SHml CITY OF CARLSBAD I SHJ~TS I 1----+--+------------+--+---'---f---,,----+--~ ~ TRANSPORTATION DEPARTMENT 1---+---+-------------t---t---t---t----i • EL CAMINO REAL ROAD WIDENING TAMARACK A\/f. TO CHESTNlJT A\/f. RETAINING WALL DETAILS NO. 1 1-c-~+cc~-l-'-"-l~----------+-,,-,.,,,,..-+=:c,-c--+-,,-,=--l--c-::-:::-c--l OWN BY: __ DATE INITIAL t---DA_TE~l_NITI_AL-+-_DA_TE~l_NITI_AL-; CHKD BY: __ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. 3957 I DRAWING NO. 460-.G ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 ? ' - • ; - DESIGN SECTION B C D E E' SOLDIER PILE SCHEDULE (WALL A) PILE QUANTITY NUMBER 6 30 4 1 1 1 30 31 32 33 34 35 6 7 8 9 10 1 1 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 36 37 38 39 49 50 5 40 48 51 1 2 3 4 41 42 44 45 46 47 52 43 STATION AT CENTERLINE OF PILE 2+86.00 2+92.00 2+98.00 3+04.00 3+10.00 3+16.00 1 +42.00 1 +48.00 1 +54.00 1 +60.00 1 +66.00 1 + 72.00 1 + 78.00 1 +84.00 1 +90.00 1 +96.00 2+02.00 2+08.00 2+14.00 2+20.00 2+26.00 2+32.00 2+38.00 2+44.00 2+50.00 2+56.00 2+62.00 2+68.00 2+74.00 2+80.00 3+22.00 3+28.00 3+34.00 3+40.00 4+16.00 4+22.00 1 +34.00 3+46.00 4+10.00 4+28.00 1 +02.00 1+10.00 1 +18.00 1 +26.00 3+54.00 3+62.00 3+ 78.00 3+86.00 3+94.00 4+02.00 4+36.00 3+67.00 TOP OF STEEL PILE ELEVATION 167.42' 167.98' 168.39' 168.65' 168.75' 168.71' 157.87' 160.45' 161.03' 161.12' 161.21' 161.30' 161.39' 161 .48' 161.57' 161.66' 161.75' 161.84' 161.93' 162.02' 162.11' 162.20' 162.29' 162.48' 162.90' 1 63.56' 164.34' 1 65.13' 165.92' 166.71' 168.52' 168.18' 167.69' 167.09' 170.24' 170.08' 155.50' 166.47' 169.67' 169.29' 153.00' 153.45' 153.90' 154.35' 165.73' 165.51' 1 66.34' 1 66.83' 167.32' 167.91' 168.16' 165.66' MAXIMUM HEIGHT "H" 1 4' 1 O' 7' 6' 6' MINIMUM DEPTH "D" 21.13' 15.00' 10.76' 9.23' 10.2' SOLDIER PILE SECTION W18x86 W18x50 W18x50 W18x50 W18x50 DRILLED HOLE DIAMETER 2.5' 2.5' 2.5' 2.5' 2.5' SOLDIER PILE SCHEDULE (WALL B) DESIGN SECTION A B PILE QUANTITY NUMBER 14 84 17 18 19 20 21 22 23 24 25 26 119 120 121 122 13 14 15 16 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 STATION AT CENTERLINE OF PILE 2+02.15 2+08.15 2+14.15 2+20.15 2+26.15 2+32.15 2+38.15 2+44.15 2+50.15 2+56.15 8+20.15 8+26.15 8+32.15 8+38.15 1+78.15 1 +84.15 1 +90.15 1 +96.15 2+62.15 2+68.15 2+74.15 2+80.15 2+86.15 2+92.15 2+98.15 3+04.15 3+10.15 3+16.15 3+22.15 3+28.15 3+34.15 3+40.15 3+46.15 I 3+52.15 3+58.15 3+64.15 3+ 70.15 3+ 76.15 3+82.15 3+88.15 3+94.15 4+00.15 4+06.15 4+12.15 4+18.15 4+24.15 4+30.15 4+36.15 4+42.15 4+48.15 4+54.15 4+60.15 4+66.15 4+72.15 4+ 78.15 4+84.15 4+90.15 4+96.15 5+02.15 5+08.15 5+14.15 5+20.15 5+26.15 5+32.15 5+38.15 5+44.15 DESIGN SECTION B CONTINUES ON NEXT SHEET. - TOP OF STEEL PILE ELEVATION 185.29' 186.49' 187.23' 187.55' 187.64' 187.73' 187.82' 187.91' 188.00' 188.09' 218.07' 218.46' 218.59' 218.68' 180.01' 181.13' 182.50' 183.90' 188.18' 188.27' 188.36' 188.46' 188.59' 188.82' 189.13' 189.48' 189.82' 190.17' 190.52' 190.87' 191.21' 191.56' 191.91' 192.26' 192.60' 192.92' 193.15' 193.30' 193.39' 193.48' 193.57' 193.66' 193.75' 193.84' 193.93' 194.10' 194.51' 195.20' 196.07' 196.87' 197.40' 197.68' 197.77' 197.86' 197 .95' 198.04' 198.13' 198.22' 198.31' 198.40' 198.49' 198.58' 198.73' 198.99' 199 .36' 199.79' MAXIMUM HEIGHT "H" 1 6' 14' MINIMUM DEPTH "D" 24. 15' 21 .13' SOLDIER PILE SECTION W18x130 W18x86 DRILLED HOLE DIAMETER 2.5' 2.5' CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 ,,.,,,,.,~ '&-r,J.• T. ,<;, , tl ,v .... ".1111 , ~ No 050865 /'JI/ Exp. 9-30-15 CML /4 ~~ "':"..d!J,..'~ ~ c.-,1.1VV':. -- ENGINEER OF WORK James T. Frost 3-17-14 P.E. 50865 EXP. 9-30-15 DATE "AS BUil T" P.E. EXP. -~~ DATE REVIEWED BY: INSPECTOR DATE t-----t----t-----_----------t---t--f----1 ~ C~JA!sP£Eno~%~1~M~N¾D ~ G,NFELDER ~~... Brighi psople, Right So/1,1tions. ~ Simon Wong Engineering 9968 Hibert Street, 2nd Fir San Diego, CA. 92131 Tel (858) 566-3113 Fax (858) 566-6844 Job No. 500-739 /1\ DA TE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL EL CAMINO REAL ROAD WIDENING TAMARACK AVf. TO CHESTNUT AVf. RETAINING WALL DETAILS NO. 2 APP~ y ;zf!,p~ ' 1liflit CITYNGINEER PE 41204 EXP. 03-31-15 D .TE DWN BY: -=--=-== PROJECT NO. , DRAWING NO. CHKD BY: 3957 , 460-6 RVWD BY: r. - ORIGINAL SCALE IN INCHES I I I I I I I 0 2 3 FOR REDUCED PLANS ' -' i' I, : I , ! ,' :: :·, i i ' DESIGN SECTION B (CONT.) C D E SOLDIER PILE SCHEDULE (WALL B) PILE QUANTITY NUMBER 84 39 9 1 75 76 77 78 79 80 81 82 83 84 114 115 11 6 11 7 11 8 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 4 5 6 7 8 9 10 1 1 12 85 86 87 88 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 11 0 113 140 141 142 143 144 145 2 3 89 90 91 1 1 1 11 2 146 147 148 STATION AT CENTERLINE OF PILE 5+50.15 5+56. 15 5+62.15 5+68.15 5+ 74.15 5+80.15 5+86.15 5+92.15 5+98. 15 6+04.15 7+90.15 7+96.15 8+02.15 8+08.15 8+14.15 8+44.15 8+50:15 8+56.15 8+62.15 8+68.15 8+74.15 8+80.15 8+86.15 8+92.15 8+98.15 9+04.15 9+10.15 9+16.15 9+22.15 9+28.15 9+34.15 9+40.15 1+24.15 1 +30.15 1 +36.15 1 +42.15 1 +48.15 1 +54.15 1+60.15 1+66.15 1+72.15 6+10.15 6+ 16.15 6+22.15 6+28.15 6+56.15 6+62.15 6+68.15 6+74.15 6+80.15 6+86.15 6+92.15 6+98.15 7+04.15 7+10.15 7+16.15 7+22.15 7+28.15 7+34.15 7+40.15 7+46.15 7+52.15 7+58.15 7+64.15 7+84.15 9+46.15 9+52.15 9+58.15 9+64.15 9+ 70.15 9+76.15 1+10.15 1+18.15 6+34.15 6+42.15 6+50.15 7+70.15 7+78.15 9+82.15 9+88.15 9+94.15 TOP OF STEEL PILE ELEVATION 200.21' 200.64' 201 .06' 201.49' 201.91' 202.34' 202.70' 202.82' 202.68' 202.35' 213.43' 214.48' 215.46' 216.43' 217.38' 218.77' 218.86' 218.95' 219.04' 219.13' 219.22' 219.31' 219.46' 219.72' 220.08' 220.39' 220.53' 220.51' 220.42' 220.33' 220.24' 220.15' 174.52' 175.50' 176.42' 177.13' 177.65' 178.04' 178.42' 178.80' 179.25' 202.00' 201.66' 201.31' 200.97' 202.44' 203.25' 204.07' 204.89' 205.70' 206.35' 206.75' 206.92' 207.01' 207.1 O' 207.19' 207.28' 207.37' 207.46' 207.55' 207.64' 207.73' 207.82' 207.91' 210.66' 220.06' 219.97' 219.83' 219.53' 219.09' 218.49' 172.24' 173.54' 200.66' 200.81' 201.62' 208.00' 208.12' 217.78' 217.06' 21 6.34' MAXIMUM HEIGHT "H" 14' 1 O' 7' 6' MINIMUM DEPTH "D" 21.13' 15.00' 10.76' 9.23' SOLDIER PILE SECTION W18x86 W18x50 W18x50 W18x50 DRILLED HOLE DIAMETER 2.5' 2.5' 2.5' 2.5' #8 'x, ' o,, go· -TOTAL 4 --k-:::::-1'' (2 EACH FACE) ...____1', 1 '-o" #5 [ -TOTAL 6 # 6 -TOT AL 4 ___ _______,-+--___,f----+-----1 #6 x 5'-0" -TOTAL 2 (BACK FACE ONLY) >--#8 X 6'-Q" -TOTAL 4 (2 EACH FACE) CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 NOTES: 1. ALL REINFORCEMENT TO CLEAR OPENING BY 2" MINIMUM 2. TYPICAL WALL REINFORCEMENT NOT SHOWN 3. CUT TYPICAL WALL REINFORCEMENT TO CLEAR THE OPENING 4. ADDITIONAL VERTICAL REINFORCEMENT SHALL BE BUNDLED WITH TYPICAL WALL REINFORCEMENT AS NECESSARY. EXTEND REINFORCEMENT FULL HEIGHT. 5. PROVIDE 2'-0" OPENING FOR THE 18" STORM DRAIN PIPE (EACH SIDE OF OPENING) i---1--+---1------# 5 -TOTAL 4 (EACH SIDE OF OPENING) BACK FACE ONLY -SEE NOTE 4 2'-0" I 2•-0" • • STORM DRAIN OPENING DETAIL NO SCALE 1. GEOCOMPOSITE DRAIN TYP --- (CENTERED BETWEEN SOLDIER PILES) FRONT FACE ONLY -SEE NOTE 4 TOP OF WALL L L\i.!--8-' _o·_· -M-AX-+--------IC--/--1 2'-6" TYP FINISH GRADE PER ROADWAY PLANS • 1-l\~~----_..ll( ll..:.• , ____ ...:.' ~L.,__- 1 I --1---4" DIA PLASTIC PIPE DRAIN PLACED AT LOCATION OF GEOCOMPOSITE DRAIN IN CENTER OF PANEL / BOTTOM OF WALL _,I __,, -1 '-0" TYP NOTE: GEOCOMPOSITE DRAIN AND WEEP HOLES MAY BE OFFSET A MAXIMUM OF 1 '-0" FROM THE CENTER OF THE SOLDIER PILE SPACING TO AVOID CONFLICTS. TYPICAL ELEVATION GEOCOMPOSITE DRAIN 1/4" = 1' FILTER FABRIC 1" MIN 3" MAX GEOCOMPOSITE DRAIN --.--h--\ \ ' , TIMBER -----~- LAGGING TYPICAL SECTION AT WEEP 'HOLE 3/4" = 1' ' - ENGINEER OF WORK Jomes T. Frost 3-17-14 P.E. 50865 EXP. 9-30-15 DATE "AS BUil T" . . DATE _. No. 050865 ,. P.E. EXP. __ _ Exp. 9-J0-15 J , 1-----------'-'--------1 ,,.,,. CML ~ REVIEWED BY: Qr ~Ji INSPECTOR DATE fsHml CITY OF CARLSBAD ~ ~===!===t=======================t===:t===t===t==j ~ TRANSPORTATION DEPARTMENT ~ G,NFELDER ~ f!irigh1 pliJOplliJ, Right Solutions. /l'VA\r\ Simon Wong EngineEtring 9968 Hibert Street, 2nd Fir San Diego, CA. 92131 Tel (858) 566-3113 Fox (858) 566-6844 Job No. 500-739 11\ DATE INITIAL ENGINEER-OF WORK REVISION DESCRIPTION ' DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE RETAINING WALL DETAILS NO. 3 APPR~: ~N ~P~U, ,· __ CITY~ER 'ti41204 EXP. 03-31-15 DWN BY: I CHKD BY: __ RVWD BY: _ PROJECT NO. 3957 ·DATE I DRAWING NO. . 460-6, OllIGINAL SCALE IN INCHES I I I I I I I FOR REDUGED PLANS ' 0 ? 'I i I • .-,-.. EJ 1 +93.00 1 +00.00 BEGIN SOLDIER PILE WALL "A' a: f-0 z LL w f-2 w z ~ _J w 0 2 o__ I ~ a: 0 o__ 0 w LL _J LL _J 0 :r: 0::: f-0 (f) 0 f-z w 2 _J _J DATUM ELEVATION I I 1 +00 1 +50 ORIGINAL GRADE = FINISHED GRADE AT BACK OF WALL _J _J LL ~ u <{ [D w GJ a: u z 0 u z ~ _J w_J GJ _J 0::: LL (.)~ zU 0 <{ um f-0 z z w _J 2 o__ ~ ·o__ a: w a: 0 0 _J LL 0 (f) :r: f-_J 0 w z w w tn _J 3" [RAILING EJ 2+89.00 TW BW 4+38.00 EJ 3+82.00 END SOLDIER PILE WALL "A' -----RAILING l EJ 1 +93.15 EJ 2+89.15 1 +08.00 BEGIN SOLDIER PILE WALL "B" EJ 7+67.15 EJ 5+77.15 EJ 3+85.15 EJ 6+ 71 .15 BW EJ 8+59.15 CDP 07-22/HDP 07-02/SUP 07-04/HMP 07-08 EJ 9+55.15 END SOLDIER PILE WALL "B" 9+96.30 -~ 00.00· ~ , , 1 1 ~, _DA_T_U_M_E~, L_E_VA_T_1o_N~,~-1 o_o_·~~_o_· =====;»--~~-~,---~,---~, ---~, ---~, ---~, ----,,~--~,---~,---~,---~, ---~, ---~, --~i 2+00 2+50 3+00 3+50 4+00 4+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 WALL LAYOUT LINE ' 11 '-4" ' w u i';: ' a: :::, ' (f) ' _J <{ a: (f) ::::J w f-a: u w J f- I f-. u a: z <{ w 2 a: 8 0 LL a: f-f- z 0 w z 2 ~ <{ o._ LL X <{ 2 '¼- 'N ~ '¼- WALL JOINT ELEVATION HORIZONTAL -1" -50' -0" VERTICAL -1" = 25'-0" 1 /2" PREMOLDED EXPANSION JOINT FILLER --+-WATER STOP 3-6 FRONT OF CIP WALL = LOL 0 3/4" CHAMFER TYP _ _, FRONT FACE OF WALL (BOULDERSCAPE FINISH) ;; 1/, 0 f- 2 FINISH _J GRADE 2'-0" MIN AND VARIES m1 -INDICATES STRUCTURE EXCAVATION · -(SOLDIER PILE WALL) I -INDICATES STRUCTURE BACKFILL (SOLDIER PILE WALL) LIMITS OF PAYMENT 3/8" -1' DETAIL 1 • 1/4" = 1 '-0" QiNFELDER \) Bright p!:top/e, Righi So/ullor1s. ~ Simon Wong Engineering 9968 Hibert Street, 2nd Fir San Diego, CA. 92131 Tel (858) 566-3113 Fox (858) 566-6844 Job No. 500-739 ' '-.. ; "' "' , I -r-~ ADDITIONAL -2' 6" MIN I ,,-' I I I I ! 2" I CLR I I TYP 1 I ' \\. ' 2" CLR TYP ' t ' "\ #6 @ 12 \ \ \ I I I , .,,_ ---✓ I l I " SEE DETAIL 1 THIS SHEET " _/ / ADDITIONAL #6@ 12 \ \ \ \ \ \ --1-..._ 2 -I ' / '" I / I \ I ' 6" MIN I \ I I \ I I I I I I I \ I I ' / --, \ / ' .. , " --: ,_ --✓ ,'-.. , ,' / I ,_, , I PLAN #'6 @ 12 ···• ' I I ... I "' "' I 7 I/ WALL EXPANSION JOINT DETAIL ELEV 3/4" = 1 '-0" ENGINEER OF WORK Jomes T. Frost 3-17-14 P.E. 50865 EXP. 9-30-15 DATE "AS BUil T" P.E, __ EXP,------,C--DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD I SHEETS I t===j===::;t========================j====t===!===j===:::: ~ TRANSPORTATION DEPARTMENT 77 EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE RETAINING WALL DETAILS NO. 4 APPR2/JD_: ~Wl,j~ : .· .. Cl~EER PE 41204 EXP. 03-31-15 l----,D'"""ATE;;,--1-,;IN""'ITI'""AL---f-"-.u__------------l----l----+----l----l DWN BY: --PROJECT NO. DATE INITIAL DATE INITIAL CH ENGINEER OF WORK REVISION DESCRIPTION f--◊-lH-ER-AP~P-RO-VA_L __ CITY-AP~PR-◊V-AL____, RV~g ~}--3957 I DRAWING NO. 460-6. ORIGINAL SCALE IN INCHES FOR REDUSfD PLANS · ,, 0 3 i r ' ' i VARIES 144' I 1------5'-~1 ~~~~~~;-,.·, .. , •...... · ...•.. ,, .... ,.' t-.:·.:.:•: .. ; 3421 I rt_ OF STREET '---------+----' ~ rt_ □ F TRENCH 3316 \/ATER TYPICAL STREET SECTION ND SCALE EL CAMINO REAL STA 533+2-534+54 VARIES >------------+--10' --------< 115'---l--5'--1 I t-:====i=======;:::=!=;==E~st~·t ·~ ·.:•··· ... ···.•· ·: .'f, ·:~:• I .·.·,,;.,..,·~~~. ct OF STREET L....,--------!--5' 3316 ct OF TRENCH TYPICAL STREET ND SCALE 3421 SECTION EL CAMINO REAL STA 535-540+00 VARIES VARIES ~, -10'._' ----t~-5 / I r -~ ·-:•··· ... ·•·.•··: :,--.-~-· F==========::::;=:l=;:=1-:· ... rr· ..... g.f.,: ct OF STREET 5' ct OF TRENCH Ii'. TYPICAL STREET SECTION ND SCALE EL CAMINO REAL STA 528+36-529+13 VARIES i--5'--, rt_ OF STREET ---2'--- ct OF TRENCH TYPICAL STREET SECTION ND SCALE CHESTNUT ,I>. _I EL CAMINO REAL WIDENING/ 20B SDG&E CONSTRUCTION ORDER NO. 2936730 SDG&E PROJECT NO. 863990-050 VARIES --5'-~, 3421 I ~~~~m:Jl''r.'o: •,:,··· ... ···.•· ·: :f, ·:~:• t--.::: .. •:, .~. 5'MIN 5'MIN \/ATER (t OF STREET 3316 f------23'---------i rt_ DF TRENCH TYPICAL STREET SECTION ND SCALE EL CAMINO REAL STA 529+66-531+83 VARIES VARIES >------------+----------< ~'-23~'--t-~-5 , __ , I ~===F===::;::~===Esst'ifr, -~ ··= ... _ ..... _ •. ·: :t, -.. ~ ... r .:·_;_ ....... : SE\/ER ct OF STREET / 5' ct OF TRENCH 3316 TYPICAL STREET SECTION ND SCALE EL CAMINO REAL STA 513+14-528 VARIES t---------44''---+-- ct OF STREET 124'--1--5'-~, I 5' ct OF TRENCH TYPICAL STREET SECTION ND SCALE EL CAMINO REAL STA 532+21-532+54 ETAINING wALL BUREAU VERITAS 10620 Treena Street Suite 170 ·' Carlsbad Village Dr Chestnut Ave 5 Pacific Ocean VICINITY MAP ND SCALE 1106-lJfili-HS NOTES □ MAINTAIN A MINIMUM OF 5' SEPARATION WHEN PARALLELING WET UTILITIES AND 6" WHEN CROSSING. □ CLOUDED AREAS IDENTIFY POINT OF INTERCEPT/RE-ROUTE OF EXISTING UNDERGROUND FACILITIES. ALL EXISTING ENERGIZED CONDUIT TO BE IDENTIFIED AND ALIGNED WITH NEW CONDUIT STUB FOR FUTURE INTERCEPTS ON CABLE JOB W.O. __ _ □ ALL COMMERCIAL INTERCEPT LOCATIONS TO BE WORKED ON DOUBLE TIME. □ FINAL STREET REPAIR OF ALL INTERCEPTS RESPONSIBILITY OF CABLE CREW. □ CAUTION: ELECTRIC STAND BY LINEMAN REQUIRED FOR ALL WORK AROUND ENERGIZED FACILITIES. □ ALL CROSSED OFF LOCATION BOXES ON THIS JOB HAVE BEEN OMITTED. □ ALL SERVICE CONDUITS FOR COMMUNICATION COMPANIES TO BE INSTALLED ON THIS JOB AS REQUIRED PER JOINT TRENCH AGREEMENT. □ ALL NEW UG SERVICE CABLE IS ON THE CONVERSION SERVICE WORKSHEET AND WILL BE INSTALLED · AT A FUTURE DATE. 0 EXISTING OH ELECTRIC SERVICES WITHIN CONVERSION BOUNDARY TO BE REMOVED ON THIS WORK ORDER. □ REMOVE ALL OH ELECTRIC DISTRIBUTION WIRE WITHIN CONVERSION BOUNDARY UNLESS OTHERWISE NOTED. □ T-TRENCH CONSTRUCTION PER REGIONAL STANDARDS WHEN REQUIRED BY MUNICIPALITY. □ ALL QUESTIONS RELATED TO SERVICE TRENCH SHOULD BE DIRECTED TO THE APPROPRIATE LIAISON PLANNER. NAME: THOMAS FISHER PHONE: 858-636-3995 E-01 ENGINEER OF WORK P.E, __ _ EXP--~~ DATE "AS BUILT" P.E, __ _ EXP. __ _ DATE SDGflxE PROJECT ND, 863990-050 SDGflxE CONST ORDER ND, 2936 730 REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD I SH1E,ETS I >----+---+--------------+----+---+--1-----, ~ TRANSPORTATION DEPARTMENT t-----+-----+-------------+---+---+---t-------l ,----------,--,-,;--------------r-------i----,--i--------1 EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE SDG&E UNDERGROUND UTILITY PLANS L?Ykt Pllii.;· ... _!1_,/~ff• APP~ Gl_ll-l '{A}I PE5.19J .. /· . CITY~ER PE 41204 EXP. 03-31-15 DATE " . ' DATE INITIAL DATE INITIAL DATE INITIAL Tel: (858) 863-zooo REVISION DESCRIPTION 1-------~--1--~----1 CHKD BY: --3957 ,. 460-6 San 0'1ego CA92131 l-----+---l-=-------------+---1---1---1------l DWN BY: ---PROJECT NO. I DRAWING NO. www.us.bureauveritas.com ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: ' ~-----'-'-'---' .,..__ _______________________________________________ ~==~=======;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;.J FOR CONSTRUCTION & CONDUIT 'DETAILS SEE SDG&E CONSTRUCTION ORDER NO. 2936730 -- ' P L·A NS ARE FOR REFERENCE ONLY --•-"" ,---···· I- i :c ' (.9 i ' i I 0::: ' ' LJ.J > \ 0 'CC <C LJ.J \ '/1--\ LJ.J V) , Li.J \--- 'z -_J II !U ~ ~ w \ ------ --10" .J -1 BUREAU VERITAS 10620 Treena Street Suite 170 San Diego, CA 92131 Tel: (858) 863-2000 www.us.bureauveritas.com LEGEND: DESCRIPTION PROPOSED ELECTRICAL UNDERGROUND MULTIPLE CONDUIT l-- SCALE: 1"=40' SYMBOL 3 0 _J LJ.J cc ENGINEER OF WORK P.E, __ _ EXP, __ _ DATE "AS BUil T" P.E, __ _ EXP, __ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD I SHEETS I t-----+-------+--------------l------+-----+--+---< ~ TRANSPORTATION DEPARTMENT 77 t------+------+--------------t-------+----1----+----l DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL EL CAMINO REAL ROAD WIDENING TAMARACK AVE TO CHESTNUT AVE SDG&E UNDERGROUND UTILITY PLANS AP_-~--.. D ?L_f'. N ___ V_°"_~ _N_ -~;-~I I_ /. --""'~~x,_,_____..~=,...,..~~'""""'--'--'-----'---J/pl/1 '4 - CITYENGINEER PE 41204.EXP. 03-31-15 DATE OWN BY: ---PROJECT NO. I DRAWING NO. CHKD BY: --3957 460-6 RVWD BY: I ', V, C, ;~ ~ Ci) .... O'I .i:=, 0 O'I -0 .... I .... O'I i ', ,, ' ' ' ,, ;, ' . ' f•·----•·-•-•----------------------------.. _ .. _ .. ___ .. _________________________________________________________________________________________________________________________ ...., FOR CONSTRUCTION & CONDUIT DETAILS '\ -' \fl -'-'·-- ~l l " " '\ ' _\, ' \ '~ \ \ ~-- ;,.._" ~~ ' ~ -\ 0 ...... < SEE SDG&E CONSTRUCTION ORDER NO. 2936730 l " ·,", ' __ ,___, 0 -- ~-------- _, = \ GG-I -· C ,.~ -- \ G I I ------ ---- ---- ---------+---· I I \ I I C -----------+ BUREAU VERITAS 10620 Treena Street Suite 170 San Diego, CA 92131 Tel: (858) 863-2000 www.us.bureauveritas.com LEGEND: DESCRIPTION SYMBOL PROPOSED UNDERGROUND MULTIPLE CONDUIT DEN..., ~ 0 0 Do BEHM O 0 --- ----(f' 1-------- - \ . ~ I E-03 ENGINEER OF WORK P.E, __ _ EXP. ___ _ DATE "AS BUil T" P.E. __ _ EXP.----DATE SCALE : 1" =40' REVIEWED BY: -------°"\ INSPECTOR DATE ~ CITY OF CARLSBAD ~ >------+-~-+------------------+e-----+---+------+-__, ~ TRANSPORTATION DEPARTMENT ~ ~=::::'..';E;;:L=c:;:A==M==l==N O:;:::::::R:;:E==A=L ==R==o==A:;:D=;::W:;:l D:;:E=N l:::::N~G-===~ TAMARACK AVE TO CHESTNUT AVE DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL SDG&E UNDERGROUND UTILITY PLANS A~~~~-4/3dfL CITY ENGINEER PE 41204 EXP. 03-31-15 DATE DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. 3957 I DRAWING NO. 460-6 ~-------"'-~ -.L