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HomeMy WebLinkAboutDWG 416-4; 3954; BLACK RAIL ROAD; 01-07GflfflAL t.QJES 1. NO REWSIONS IIILL BE MADE TO THESE PLANS IIITHOUT THE l'IRITTEN APPROVAL OF THE CITY ENGINEER, NOTED W/11-1/N 11-IE REWSION BLOCK, ON 11-IE APPROPRIATE SHEET OF THE PLANS AND 111LE SHEET. 2. ACCESS FOR FIRE AND 011-/ER EMERGENCY VEHICLES SHALL BE MAINTAINED TO 11-IE PROJECT SITE AT ALL 111.1£5 DURING CONSTRUC110N. 3. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOIIING 11-IE DESIGN OF SHORING, BRACING SLOPING OR 011-IER PROWS/ONS TO BE MADE OF WORKER PROTECTION FROM 11-/E HAZARD OF CA WNG GROUND DURING 11-/E EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE /NSTALLA TION 11-/EREIN. 11-/IS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY 11-/E CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCA VA 110N, IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS fSTAR[ fSHW RY 7Hf CONSIRIJCT/QN SAFETY ORDERS DD E 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT 11-IE CONTRACTORS EXPENSE. A COPY OF 11-IE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 4. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPAR1URE OR OPERATION OF TRUCKS, EARTHMOWNG EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY 011-IER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.I.I. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOvlNG OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS /S AVAILABLE AT 11-IE ENGINEERING DEPARTMENT COUNTER.) 5. A~ OFF-~ HAHh ROU~ SHALL BE SUBMI~ BY ~ CONTRACTOR TO TH~ ti ENG:J F APCVAL TWO FULL woJG QA PRIOR To BEGINNING o WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TI-IE HAUL ROUTE OR ADJACENT STRITTS AS A R£SULT OF 1HE GRADING OPERA 1/0N. 6. THE EXISTENCE AND LOCATION OF UTILITY STRUC1URES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION /S CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FActLl11ES OR STRUC1URES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUC1URE5 NOT SHOWN. 7. THE CONTRACTOR SHALL 1-ffilFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) IIITHIN THE PROJECT SITE SUfiCIEN1L Y AHEAD OF THE CONSTRUCTION TO PERMIT THE REWSIONS OF THE CONSTRUC110N PLANS IF IT IS FOUND THAT THE AC1UAL LOCATIONS ARE IN CONFLICT Yt!TH THE PROPOSED WORK. 8. 11-IE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COI.IPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK 111TH A COMPANY REPRESENTA11VE. UNDERGROUND SERWCE ALERT (800)422-4133 SDG&E (GAS) ~61;547-2D20 SDG&E (ELEC) 619 654-8686 PACIFIC BELL 61 574-3777 ADELPHIA CABLE COI.IMUNICA TIONS 760 438-7741 AT&T (76 ~806-9809 CITY OF CARLSBAD(STREE7S AND STORM DRAIN) (760)434-2980 CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2720 CMK-V (760)438-3891 CROWN CAS1LE USA (602)620-1653 SIRE f I t«JJES 1. ,~ST1d,l,L SJ:R"'G'.RJRi'-l. ~7JOH5 ~ ~ PrT-eRAtwiP AEJeR "fil" M~!:bli' FESTS hY. 1,£ BEEN eEWDUOfEB 8¥ A PR0Ff55!9NAL E\161W£ER 9F Ff fE 5fk1E BF e,~LhCf)fYi,'I,~. PRJ.\tSl,0,~LLY 99h\lf) 81:J&HfSS ,W 'fl K: RB::.B er ,V\DldEB 58/t M£e.• MNJe-5; 9N "Fl 1'£ 1PREA'.REB 8,jjOEME.\'T 561t.. "R IE "R• ',%Lt£ fESfS ANB Ff!E EN61NEERE8 SfRl:J0tb'R,~L SEeFlf»..' l,H;IST B£ SI.IE>M'FFE8 T8 "R.'£ EN91NEERfN9 h\1SPEerfJR F9R RE',fEVI i.,WJ .~A"RO~~~L ,~ .•,NNJMUM er f'"3 (ZJ GI TY WfJRK,WG 9A ¥5 BEF9RE 'R fE ".K3Rf( BE&'NS. 2. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUC110N OF CURBS, CROSS GUTTERS OR SURFACING OF STREE7S. 3. MIER£ AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED Yt!THIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED 111TH PROPERLY COMPACTED SO/LS. IN OTHER AREAS THE PIPE IIILL BE PLUGGED Yt!TH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 4. ALL SURVEY MONUMEN7S AND PO/N7S THAT ARE DISTURBED BY THIS lttlRK SHALL BE REESTABLISHED, PERPETIJA TED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 5. TWO (2) S£7S OF SURVEY (CUT) SHEE7S SHALL BE PROVIDtD TO THE CITY ENGINEERING INSPECTOR. SCIBC£ Of TCPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD 51.AsVEY METHODS FROM INFORMATION GATHERED ON OCTOBER 14,20D3 BY RBF CONSULTING. BASIS Of BEARING$ Tf£ BEARINGS AJ,O COORDINATES SHOWN 1£REON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983 (1991.35 EPOCH), ZONE 6, BASED LOCALLY UPON THE FOLLOWING SURVEY CONTROL POINTS AS SHOWN ON RECORD OF SURVEY 17271. POINT t(l, 157 047 fflPf MARK NAIE HPGN.J::A1107 CLSB-047 CCS 63 (1991.35), Za-.E 6 NORTHING EASTING 1992291.232 6247272.614 1985922.5.32 6241083.953 DESCRIPTION: 5-45.61 CAI.TRANS EEOI INI< LOCATION: N'WLY SIDEWAlK 10' E'LY CF W'LY SIDE CF BRIDGE ABUTIENT AT Jtf I-5 CROSSING (f POI NSEJUA RECORDED: 1995 ELEVATION: ]03.76 DAl\JM:_MSI..,.__ __ _ "DECLARATION Cf llESPQNSll'>LE CHARGE" J l-\EREPN ~CLARE THAT I Al,\ THE Lf.~1'£ PIRCIIITECT Of" 'MOR\<. F~ nus PROJECT' lllAT I Hltl~ E'l<ERCl '5Eb RE"3Pot/Sltll.E CHAM.E o,/ER. 1ME. O!:SIGN OF TIUS ~JECT AS W!NtD lN 5EC.TJOW f>TO~ Of" 1111: f,IJSJWl:55 Al'lll ~CSSJ0"'5 COOf, Alll> TIY.l TH£ O~SIGN IS COl\llil'iTEMT WITH IMPROVEMENT PLANS FOR BLACK RAIL ROAD CUIIR8'11' STANOARt:!S. ----------------------------------------- 1 \JWD~'aTMID 11-tAT TIIE' Ch'E"Ck (Jf P~o.lECT OR~Wlt,IGS II~ 9ft.1f'JCATJONS et T\IE" Cl ,V OF CARLSBAI) A"'1) 1\IE 5AM t>J£60 Coutlt'Y DEl'Nl.1\lall" OF BIVJROtlf,\Bl1N.. \IE"Al-11-1 LS CO.if'Jt,)f.l) TO "' RlVlal ~L '( ""'° DOES Mor RtL JEVE UE, AS THE LA\lbS(Allf /'.~\IITfCl Ct' vtlR'<, Of Mi RES~161L1.TIES f~ JlRo.JEC.T 0£51614. PROJECT NO 3954 FIN: RBE <!'AMI lltK• AOOIIESS: 'io!io AVftJlllA O!C.1141115, ~JTE .z.eo CITY, ST: (,Al!LS!1AD CA SZoOll TIL.El'l-1~ : "llliO) 6-C\l<t3 01: iiioJJP~t!:'.:~----O,.TE: ,!>l!}-~O. ,:,t:;; EXPUU'.lu,..) M"TE: 06·30-01 PACIFIC OCEAN CITY OF OCEANSIDE CITY OF VISTA CITY OF SAN MARCOS CITY OF ENCINITAS VICINITY MAP NOT TO SCALE •DECLARATION Of RESPONS!EP E CHARGE• I HEREBY DECLARE THAT I AM THE ENGINEER OF WDRK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PRD-ECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AJ,O THAT THE DESIGN IS CONSISTENT WITH CU'lRENT 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. FIRM: RBF CONSULTING ADDRESS: 5050 AVENI DA ENCINAS, SU I TE 260 CITY, ST: CARLSBAD, CA 92008 TELEPHONE: (760) 476-9193 BY: flM'f fe/·r~ DATE: 'Bj::./1:'5 TIMOTHY M. THIELE RCE NO: C 60283 ---"-'""""""---------- REGISTRATION EXPIRATION DATE: 06-30-06 ROAO ~ 0 0: ... a-"~~ < 0: ~ 1>¥.'I("( i ti 1 (J Ci:/ ~\J€. LOCATION MAP NOT TO SCALE INDEX OF DRAWINGS SHEET NO 1 DESCRIPTION TITLE SHEET "'-<1~ ~o 2 3 TYPICAL SECTION Ai'O DETAIL Sl£ET IMPROVEMENT SHEET 4 RETAINING WALL SHEET 5 TRAFFIC CONTROL SI-EET 6 IRRIGATION SHEET 7 PLANT! NG SIEET REFERENCE DRAWINGS REOCEl,fR BY Tt-E SEA LUTHERN CtfJRCH 403-5A BLACK RAIL ROAD 335-5 WATER MAIN PLAN FOR POINSETTIA LANE 391-B TWIN 'D' RECYCLED WATER Pl.MP 401-6B COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION SITE DEH CONTROLLER NO. 2 2 9 4 WORK TO BE IXH: THE IMPROVEMENT WORK SHALL BE PERFORI.ED IN ACCORDANCE WITH Tl£ FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD t.UIICIPAL CODE 2. CITY OF CARLSBAD STAl'OARDS 3. THIS SET OF PLANS 4. THE STAl'OARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 5. 6. 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWI.NGS AND AS MAY BE MODIFIED('\J BY THE CITY OF CARLSBAD STAl'OARDS. ! CON)ITIONAL USE PERMIT 03-15, DATED 10/01/03 THE CARLSBAD MUNICIPAL WATER DISTRICT'S STAI\OARDS Ai'O SPECIFICATIONS FOR WATER, SEWER AND REa..AIMED WATER. DESCRIPTION PROPERTY LINE FENCE LINE CENTERLINE 6" PCC CURB t GUTTER, TYPE-G SIDEWALK CONCRETE DRIVEWAY REMOVE t REPLACE AC EXISTING WATER LINE EXISTING SEWER LINE EXISTING VALVE CAN EXISTING SIGN EXISTING WATER l.£TER EXISTING SEWER MANHOLE EXISTING STREET LIGHT EXISTING FIRE HYDRANT LEGEND DWG.I\O. SDRSD G-2 SDRSD G-7, G-9 t G-10 SDRSD G-17 (7.5" THICK) ABBREVIATIONS CIUANTITY 347 LF 1,735 SF 506 SF 4,605 SF --w-- -s-- 0:: ABBREVIATION ~ANING ABBREVIATION <I PT AB ABAN AC BC BVC Ci<G CB t CMWD CONC CONST DIP DOC DWG EC ELEC ELEV EP EVC EXIST FH I[ FG GB HORIZ HP LT MAX MIN MSL ANGLE POINT AGGREGATE BASE ABANDONED ASPHALT CONCRETE BEGIN CURVE BEGIN VERTICAL CURVE CURB AND GUTTER CURB CENTER LINE CARLSBAD MUIIICIPAL WATER DISTRICT CONCRETE CONSTRUCTION DUCTILE·IRON PIPE DOCUMENT DRAWING END CURVE ELECTRICAL ELEVATION EDGE OF PAVEMENT END VERTICAL et,RVE EXISTING FIRE HYDRANT FLOW LINE FINISI-ED GRADE GRADE BREAK HORIZONTAL HIGH POINT LEFT MAXIMUM MINIMUM MEAN SEA LEVEL MON NO oc O.R. PCC PCR PED PRC PVI PVMT R/W RCE RCP REQ'D RET ROS RT SDRSD SWK STA STD STL TF TW TYP vc VERT MONUMENT i'l.JMBER ON CENTER OFFICIAL RECORDS PORTLAND CEMENT C<lllCRETE OR POINT OF COMPOUJ,0 CURVE POINT OF CURB RETURN PEDESTRIAN POINT OF REVERSE CURVE POINT OF VERTICAL INTERSECTION PAVEMENT RIGHT OF WAY REGISTERED CIVIL ENGINEER REINFORCED CONCRETE PIPE REQUIRED RETAINING RECORD OF SURVEY RIGHT SAN DIEGO REGIONAL STANDARD DRAWINGS SIDEWALK STATION STANDARD STEEL · TOP OF FOOT I NG TOP OF WALL TYPICAL VERT! CAL CURVE VERTICAL • GLENN LEEKS ~ CITY OF CARLSBAD I SH7EETS I t=====t====t================================t====jt====t====j====j L_1_J ENGINEERING DEPARTMENT ENVIRONMENTAL HEALTH SPECIALIST PLANNING ■ OE:SIIJN ■ CONl5TA.UCTION 5050 A VEN I DA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 9200B-4386 C □ N S U LT I N 13 760.476.9193 • FAX 760.476.9198 • www.RBF.com RECORD DRAWINGS P.f. __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DA TE INITIAL DATE ENGINEER OF WORK DA TE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL .I IMPROVEMENT PLANS FOR: BLACK RAIL ROAD TITLE SHEET . PLUMMER 8~1-0.5'. DEPUTY CITY ENGIN ER R E 28176 EXPIRES 03-31-06 DATE DWN BY: JH PROJECT NO. I DRAWING NO. CHKD BY: TT 3954 416 4 RVWD BY: TT ~--------- li! ~ g • ~ <i'.i i'l .... "' 0 .... :g l C " ~ :e e-~ G) / ... > d 0 / ~ ~ ~ -n ~ ~ ...... ~ 0 I -,. "' N / "" e-"" Ii: / j;: $IA, 35±43,00 STA, 35+93.00 STA. 36+43 oo STA. 36+93.00 SIA, 37+43,00 CROSS-SECTIONS SCAL~ HORIZ. 1"=10' VERT. 1"=1' -STA. 37+93.00 STA. 38+43.oo - ENGINEER OF WORK ~ ~:,e--ft:Mv ~THIELE, R.C.E. EXP. 6/30/06 TW 382.157 ~---iii, FG (382.4) 5' TW 378.00 ~8 f----u:ico FG (377.00) ;,-. " " / ,,., ,,., 110 / C!) LL 1h LL F ~[;, 20'-' ~ .•. :. ~ CROSS-SECTIONS SCALE: HORIZ. 1 "=10' VERT. 1"=1' 5' 5' 5' PLANNING ■ DESIGN ■ CONSTRUCTION ■ ■ ■ C □NSULTINC:i 5050 A VENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORl'IA 92008-4386 760.476.9193 • FAX 760.476.9198 • www.RBF.com RECORD DRAWINGS P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE R/W 13'± 17'± VARIES [ == :::--_ == ---- 60' Iii. 20' 17'± 10' ~~; 5.5' R/W 4.5' ~! ~I 1j I / =-= VAEES 1! ,f!I· ~~-4· ___ __/ ____ .t.:.:; ...__i'---5-fT. 'w1DE ----~ 4" PCC SIDEWALK PER SDRSD G-7 DRY UTILITY TRENCH TYPE 'G' CONC CURB AND GUTTER, PER SDRSD G-2 BLACK RAIL ROAD -5"AC (MIN. )/1" BASE (MIN.)~ "R" \<ALUE SEE N.T.S. TYPICAL SECTION SI IEET, P~0TE PS. 1 SIIEET 1 TO MATCH EXISTING ~ CITY OF CARLSBAD I SH7EETS I f----f----+----------------+------,---+--+----1 ~ ENGINEERING DEPARTMENT f----f----+----------------+------,---+--+----1 IMPROVEMENT PLANS FOR: BLACK RAIL ROAD TYPICAL SECTION & DETAIL SHEET >---->-----+----------------+------i---+----+----1 A/4%:-%t\ 2Ll~LUMM:R. B~ !, ~oS DEPUTY CITY ENGINEER RCE 28176 EXPIRES 03-31-06 DATE DWN BY: JH I PROJECT NO. I D4RA1Wl6N-G4NO. CHKD BY: TT 3954 RVWID BY: TT DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL 'I w >->-0 bl i;l ,. ~ N -- "' 0 ' ., ' "' 0 i' "' 8 C ~ =E / > G) ,s ~ / B 0 _,. ..,: ~ .,, "' __,, "' 0 ...... 0,.. -"' I ;:i _,. ..,: >-..,: It / :t: ------. --f -- ---- -----------------' ·-----+- ' 700 REMOVE EXIST. AC PAVEMENT k BASE. CONSTRUCT NEW AC PAVEl,£NT k BASE O l'£W GRADES. USE 4" THICK (MIN.) AC PAVEMENT OVER 6" (MIN.) CLASS II BASE. ACTIJAL CROSS SECTION TO BE DETERMINED BY "R" VALUE TESTS PERFORMED BY SOIL ENGil£ER. GRIND k OVERLAY PAVEMENT AS NECESSARY TO PROV I DE SMOOf~<r11 I Tl ON w ~TH ~x I ST I NG. _ • (7, ~ '>(?I"' , -:_, ,. -~U} / , \ !\ J I \\ /'~_jc,>~=-]t©'v "--K ,~~\- --------::--::::?.=:--7--------L---=--~"'-=-·-/ /// ~ / - CAUTION: CONTRACTOR TO VERIFY EXACT LOCATION k ELEVATIONS or EXIST. UNDERGROl1'JD UTILITIES PRIOR TO START or CONSTRUCTION TI£ ENGINEER or WORK SHALL BE r«>TIFIED or ANY DISCREPANCIES WITH THIS PLANS. WARNING: OVERHEAD UTILITIES. ENGINEER OF WORK -T:S. 72•·1!:-~kzA s Tfi«j~ M . TR I EL;:E;:.., 7 R.,.._..,.cn. E..-_-....c;6~~B:';;3A~8A::;,.TE EXP. 06/30/06 ,, -Iii -i'j e . . • • • CONSULTING --I------_j__ __ ------- J PLANNING ■ DEBIC!IN ■ CONSTRUCTION 5050 AVENIDA ENCINAS. SUITE 260 CARLSBAD, CALIFORNIA 92008-4386 760.476.9193 • FAX 760.476.9198 • www.ABF.com --- --->--. -- -~------- -Iii -i'j ..... RECORD DRAWINGS P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE __ )___ I... I . __ - - -+------- ) DELTA/BRG No1·2s•43•w CONSTRUCT I ON NOTE: CD PROTECT IN PLACE ® BEGIN REMOVE EX. CHAINLINK FENCE k REPLACE WITH 6' BLACK VINYL-CLAD CHAINLINK @ END or EX. CHAINLIIII< FENCE REMOVAL k REPLACEMENT © REMOVE EX. VAULT -INSTALL 12" SANJ --------OVER PIPE. INSTALL CL I I BASE TO FINAL GRADE k COMPACT. @ ADJJST EX. VALVES TO FINISH GRADE. @ REMOVE EX. GATES AND REPLACE WITH BLACK VINYL-CLAD CHAINLINK GATES. . ... ---- CD EX. OVERHEAD UTILITIES TO BE PLACED UNDERGRCXH AND EX. POWER POLE TO BE REMOVED BY OTHERS. CONTRACTOR TO BE COORIDNATE WITH THE UTILITY COMPANIES PRIOR TO CONSTRUCTION. ® CONTRACTOR TO INSTALL UNDERGROUND CONDUIT k FACILITIES PER SDGtE CONSTRUCTION ORDER NO. 2777690. CONTRACTOR TO INSTALL UNDERGROUND CONDUIT k FACILITIES PER SBC RO #5395637. EX. PACBALL PEDESTAL TO BE RELOCATED BY OTHERS @ REMOVE. IO"GV&-INSTALL BF. 10" RW PER CMWO STD ABANDON ~ ?'llE: SCALE; 1 •~20• W O 20 W 00 .__I __J~1----1L-_ _J11----1 GRAPHIC SCALE CURB DATA RADIUS LENGTH REMARK --352.44 6 .. CkG PER G-2 r---t---+----------+------+--+----1------l ~ CITY OF CARLSBAD I SH7EETS j ~ ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: BLACK RAIL ROAD IMPROVEMENT SHEET APPROVED ~Y~ILL~~ PLUMMER 1---+---+-----------------1---1----1---__j__ _ _J ~• ,t;._ ~ • • s ,.., _ a -~-,,,..- DEPUTY CITY ENGINEER RCE 28176 EXPIRES 03-31 06 DATE DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: JH I PROJECT NO. I DRAWING NO. CHKD BY: TT 3954 416 _4 RVWD BY: TT OTHER APPROVAL CITY APPROVAL -------------- --------------i- -+----+--+--+--t------------------- ------------------+--+--+--+-1---+-+--+--+--+--+-+----+---+--+--+-----,-1---+---+-----+----+---+--t-+--+--+--+--+---+-I---+-+--+--+--+--+-+--+--+---+-------------- -------+--1------+---+--+-+-+--+--+--+--+-+--+--+--+--+---+--+-+--+--t ----i ----+I----+--+ --1---+--+--+--+--+-I---+----++--+--+--+--+--l---++---+----f---++-----+---+---+--l-+--+-+--+--+---+---++-+--+--+-+--t'--t-+--+--+--+--+---r---"-·-----------1-----l ---+--+--+-+-I---+--+-·-··---------+--+-+----1-----------' -------. ---------------I----+---+-+-+<--+--+--+--+---+-t--+-+--+--+---+--+-+--+--+--+--+---+-+--~--+-t----+---+---+1---+-+--+--+-+--+-t--+--+--+--+---+--+-+-+--+--+--+--t-----I--+--+-------------------------. --+---+--+----ll----+---+--+--+-1---t------------t--+---t---1----+-+--+--+-+--t-+--+--+--+-----+--+---+------'------------------1-------i- -t---+---t-+----+--+--+---t---,----t-----+--+-----+----+--+-+-+--+--+--+---+-t--+---+--+--+----+--+-+-+-----------------1----l--+-+--+--+---+--+-+--+--+--+--+---+--+t--+---+--+--+---+--t--+---+--+--l--+---+--+--+----l-t-+--+--+--+---+-t--+--+--+--+---+----l-+-+--+--+--+---+-t--+---t---+---+--+---+--+-f-, -+-+-+I---+-+--+-------------------- -----------------------------i-----------i----+--------II---+--+-+--+-+--+----+--+--+- I-+-+--- ---------------I---+--+--------·<-+---+--• ------+-+---+---t---+---+--,-+-+-+---+--+---+----,-+---t-+--· ----· -+----+-1--+--+--+---I I------- ---t--+-·+--+---+----+--t--+-+--+--+--+--+ ----- ' +--+--+---+---+--+-1---+--+--+-+--+--+--+--+---+---11----+-+---+--+---+--r---1------------·-. j ----- i ------------+--+--+--+-+--+--+--+--+--l--+---+--+--f--+-+--+--+--+-+--+-t--+--+--+--+---+----l-t-+--+--+---+---t-1---+-----+-----+----l-t-+--+--t---+--+---------------------------·----·1--+--+---+---+-~-+l---+--+---+--+---+--+-1---+---+---+---+---+-l--------- • / --,,...,,, ,,,.,, // I/ I 0-s ,,_-_ '.iJ·-_·,·,·: .. ;;-:i.·7,v,,';'''«~' ""-"''-•...____ e 1/·" ""°""·"'. _ C,.-A ' l,, 1;,;;J;._,_-,5-;,,~il'_.·,'i,---.\fr-1J''':.,,_': 1 .. c=, n' 0 ,h,~,1;8<mlil:i -' •• • u .i ~ ~i .-,-:, fe ::3S·t~A::- ~--,-1Clf-w-.4l(i-~nn~nn--ll~( -~l(~nnwww-il,..l 11R;.. ----'--....---1 --------I I I I I I ENGINEER OF WORK --,;;,, -r"4r' 1!~ M. THIELE, EXP. 06/30/06 TW 382.65 FG 381.65 ! \rw 382.67 TW 382.00 / -I I FG Jl81.67 FG 379. 75 ' ---~.;..;:;i~ "'~;.;;-.,.' =A.-1-. '-"'--""-'-'-'"'-/'::::-:~= I / .c' ::r :1< ' I+ir,,.: :<-_, , FG 378 ·80 "'~----_----•_---1SRADE: :~;~ 6 1~, 38+59.89 BLACK RAIL RD. N38.17' RT 1 ~ - 11382_99 \" " • ~/ g,i 8~~,iA,r•·<:-: (=10+00.00RET_ININGWiLL'B') 11 I I I I I FG 382.99 l j ~ ' . -~:~lf'~tit,i;:;'"'J&,:11'1T tRII\. Tl 381.33 I / I ---+---------------~ -_ _ DEL TA/BRG RADIUS LENGTH REMARK MATCH XISTING ~-' ~ )':t'lf } --•-•• • ;';ffji m > FG 379.00 1 I I MASONRY RETAIN I NG WALL OJ >-TW 382.49 t: ---, r-·-1-1-1"'-h~NO=,-:-·2'-'7L;_,""5-"3::--.. w--1--"'-="'-"_"'_'-+--=55c.c_"'1'""2,'-+~c--3~u"'ND"'E"=R'-".'5-.4~' .. -.--1 ~ 1 ~ FG 382.49 ~ ii:: TW 382.00 "" -• , -i •• HOR I ZONT AL CONTROL ~~2;::!=~NB:;;~a:::3~2~~0~1:;E~!=====-=-=~=~16~.~a:7::: -~:c-:::J~~u~ND~E~R=:5; ·4:, .. :~ "' > "° 8 FG 380.00 ·:: _( -• [)11 t-----+-------r--------t 3 N88 32 07 E --8 _ 00' C-3 UNDER 5' 4 1-~. ~;:!j :5 0 ° ~-,--r ' -•-POINTS N E ~~45~~~=7:N0~:1 ~217:::5~3~-:-w~:=====-=-=:=:2~5~.~BB~~:c~-~3~;u1ND~E~R~!s:::4~~~ ■ ■ ■ CONSULTINl3 m TW ,.1. ,7 ----t-"r-----,~_,•;,•4__::'l::__ ( 1 1 , 986,087 _ 61 6,243,948. OB NB8 08 08 E --7 -76 C-3 UNDER 5 4 o" /-rsii.;1 "'~i\ '-,-;;_~3 / 2 1,986,121.eo 6,243,947.21 GRAVITY RETAINING WALL -~ ~ \_MATCH 6",BELOW 3 1 •986 •127 -48 6 •243 •947 ·22 I\ DELTA/BRG RADIUS LENGTH REMARK [ --=-7--1-J £-,11111111)11~~--ii! EXIST GRADES 4 1,986,178.14 6,243,945.93 1 N88"32'0TE --4,50 C-9 TYPE "A .-, iscAW 1"-10' lo O EOGE"OF EX. SIDEWALK 5 2 N57"33'36"E --13 12 C 9 TYPE 'A 1,986,178.58 6,243,963.26 , - I if"'. f---~'--+1--'----'----t---'---'---:-::------t '--,3rlt-----;N~6~ST"3~5~·~3~4~·w=-+-------+---.-.12~.~6~B.-+~c~-~9--r.T~Y~PE=-,'7A,+-~ 10 0 PLANNING ■ OEBICiN ■ CONSTRUCTION 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008-4386 760.476_9193 • FAX 760_4769198 • wwwHBF-=m 10 u, N 6 1,986,196.67 6,243,953.46 _4 N88"32'22"E __ 4.50' C-9 TYPE 'A 20 3.0 ,_, x 7 1,986,196.46 6,243,945.46 5 NBB 32 07 E --10.23' C-9 TYPE 'A =W 6 NBB 32 07"E --18-48' C-9 TYPE 'A RECORD DRAWINGS P.E----EXP. ___ _ DATE 8 1,986,222.73 6,243,945.04 7 NOl 27 53 --w __ 3 .85' C-9 TYPE • A 9 1,986,223.26 6,243,952.79 1-----+----f---------------+---+---+---+----I I SH4EET I CITY OF CARLS BAD I SH7EETS I ENGINEERING DEPARTMENT ~===='..-===========--=====: IMPROVEMENT PLANS FOR: BLACK RAIL ROAD RETAINING WALL SHEET A~%~y !L~,PLU"M~ER s-1-ar 1-----+---t-------------------+----+---+---+----t ~ ' r::::::-::::-:::::-::::-:-------------;_ __ --l-----1--------------------1---+--i------J---I DEPUTY CITY ENGINEER RCE 28176 EXPIRES 03-31-06 DATE REVIEWED BY: DWN BY: JH I PROJECT NO. I OR4A1W61N_G4NO. CHKD BY: TT 3954 RVWD BY: TT DA TE INITIAL DATE INITIAL INSPECTOR DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 011-IER APPROVAL CITY APPROVAL TRAFFIC CONTROL NOTES SIGNAGE NOTES LEGEND AND CONSTRUCTION NOTES: 1. Im( /«RS TO 1£ ff:S7RlcmJ TO 7 All TO 3 I'll IM..ESS APfflOVED 1. MJT LESS THAN !J£ PfRStll SHALL 1£ ASS!Gf£/J 7. TH[ /JAX/1,/UM SPACING 8£IWffN CONfS IN A TAPfR 0 OT/£RWIS£. TO Fll._L TIIE W.INTfJIJJC[ fT TRAFFIC WfTRf1. SHALL 8£ APPROXIW.TELY AS SHJIIN IN TABLE 1 EXISTING SIGN At-0/00 STRIPING TO REMAIN. 2. ffOCS7RIAN /Xf/T11a.S WILL 1£ PROVIf£D AS SHJIIN. ££VICES llN N.1. NIGIT LA/'£ QOSIRES. )NJ 50 FOOT /JAXIWJ :':PAC/"'3 llN TAtaNT. J. PfOC'S7RIANS SHALL 1£ PROTE'CTED FRaJ fNIDII"'3 17£ EXCAVATION BY 2. ALL WARN/"'3 SIGNS FTR N!Glff LA/IE QOSU/ES 8. Aro!TlllNAL ADVA!ff FLAGW?S SHALL 1£ [D INSTALL TEt.f'OOARY STRIPING, CONSTROCTION SIGN ANJ POST, PHYSICAL BARRIERS OCS!Gf£/J, INSTALJ.ED, )NJ W.INTAI/£D TO Tl£ SHALL 1£ ILL/.1/INATED tJI REfL[CTtJIIZfD AS R£WIRED /If-EN TRAFFIC CW£S OCVE1.C1'. SATISFACTION fT 17£ CITY OOil'EER. SPfCIFIED IN Tl£ SffCIFICATICWS. FLAGGER STATICWS FIJI f/lCRK AT N!Glff SHALL BE BARRICADES, CONES, REFLECTORIZEO DRUMS, 00 FLASHING ARROW SIGN AS NOTED. 4. TEll'a?ARY "MJ PARKI"'3/TOW AWAY° SI(H; STATI"'3 Tl£ DATE: )NJ TIIE fT J. N.1. ADVA/ff WNINI"'3 SIGN INSTALLATICWS SHALL ILLUMINATED AS NOTED IN S[CTION 5-04.B OF TH[ mm WORK AREA PRO/IBITION WILL 1£ POSTED 72 /«RS PRIIJI TO IXJIE!,C/"'3 WCfll<. CALL BE [(,1.)/PPEJ) WITH FLAGS FTR DAYTIIE QOSU/ES "W.lllAL fT 7RAFFIC /Xf/T11a.S". CAR1..SBAD PCJ..ICE DI:':PATa/ AT ('76(})9Jt-2197 TO VALIDA'IE FOSTil<S. fT N.1. /JA.XR #ll PR/IC ARTfRIALS. 9, PLACE CJO "LAI\£ a..<JSflJ" Sit:11 AT 5/XJ'-1000' _L SIGN (AS NOTED ON PLAN) 5. Aca:ss WILL 1£ W.INTAI/£D TO ALL lY?IVfll'AY.5 IH£SS 01/ER ARRWEENTS FLASHI/'6 8£ACCWS SHALL 1£ IJS[l) Mil<S INTERVALS 1lflWRXIT EXIDlJfD f/lCRK AREAS. AR£ w.oc. HIGlff LA/'£ QOSUlES. 10. /If-EN A PILOT CAR IS IJS[l), PLACE CJ7 • PORTABLE COIi.ES 00 DELll£ATORS 6. TRfMJ£S /LIST 1£ BAMILLED lY? PLATED MIii> fOrllCR(IM, /0.RS IH£SS 4. A C13 ·oo CfNSmJCTION" tJI C14 ·oo ROAD "TRAFFIC a»rrRa. -WAIT Fm PILOT CAR" SIGN. DIRECTION OF TRAVEL K-RAIL BARRIERS ARE PROVIIEJ. K-RAIL IS APfflOVED CN..Y /If-EN WtJIK" SIGN, AS APPR!fflIATE:, SHALL 1£ PLACED 11. ALL R£f,1.!IR£D SI(H; THAT ARE TO BE LEFT IN ~ SffCIFICALLY SHJIIN llN M APPROW TRAfr!C Ct1fTRa. PLAN. PUJES SHALL AT M fNJ fF 17£ LA/\£ QOSIM IH£SS M PLACE 01/ER A WffXFJI) tJI /a.IDAY SHALL Bf 0 CONSTROCTI ON LAt-E DH.ENS ION /MIi[ QE'ATS )NJ CIJ..D UIX AT Tl£ [[X£5, fNJ fF Tl£ f/lCRK AREA IS WVIWS, tJI FXIS POST WJIMTE:D. 7. S7RIPI/'6 WILL 1£ REPLACED BY Tl£ CfNl'RACTl:R WITHIN 24 /0.RS, IF WITHIN A LARGER PRO..ECT LIMITS. 12. CllNSmJCTION AREA TRAFFIC /Xf/T1la. ££VICES (12') (12') EXISTING LAt-E DH.£NSIONS R£MJVED tJI DAIIAGED. 5. ALL Cl1\ES IJS[l) FIJI HIGHT LA/\£ QOSU/ES SHALL SHALL IEET 17£ PROVISICWS fF SECTION 12 8. IICR( THAT DISTIJIE!S f0/1,/AL TRAFFIC SIGNAL TIUI"'3 (P[RATfllNS SHALL Bf 1£ ILLIAIINATED TRAFFIC Cl1\ES CJ? FITTED WITH fT Tl£ /IJST RECENT EDITION fT Tl£ CAL7RANS ~ COCIIDINATED WITH 17£ CITY fT CA/il.SBAD. tn/TACT STRITTS DIVISION 13" R£R£GTIVE 3:.EEVE:S. ST)N)ARIJ SPfCIFICATICWS. REMOVE EX. STRIPING BY GRINllNG AT (760) 4J4-29J7 72 /0.RS PRIIJI TO ctMEM::IM. IIOO(, 6. FLASHI/'6 Aff/OW SIGNS SHALL BE [!TIER TYPf I 9. 7RAFFIC SIGNAL LIXP OC'IECTORS WILL £JE REPLACED BY Tl£ ctWTRACTl:R WITHIN CJ? TYPf II. SILENT TYPf IN Pr1'11..ATED ARE'AS. ~ 24 /0.RS, IF DAI/AGED. UTILITifS INSTALLED WITHIN 100 lF fT A SIGNALIZfD FLASHIM. AJ/RfJrt SI(H; SHALL BE USED llN ALL 4• llOlB...E YELLOW CENTERLll'E PER CALTRANS DETAIL 22 INTERS£CTION SHALL 1£ INSTALJ.ED BY TREJOf..ESS IETIWS IH£SS OTl£Rll'ISE SIREE/S THAT HAVE AN ADT fT 5000 CJ? IKJ?E APPROVED BY Tl£ CITY OOI/ffll tJI HIS AIJTIOIIZfD R£PRESENTATIII[. CR AT Tl£ DIRECTillN fT Tl£ CITY OOifCER. TO. FLAGW?S SHALL Bf fW!PPEl) r-rm A IIHI~ IMRD HAT, AN awa: ~- )NJ A C28 "STC1'/9-0W" PAOO._[ llN A 5 FOOT STAFF. 11. ALL TRAFFIC CCNTRa. ££VICES 11.JST 1£ W.INTAitED 24 /0.RS A DAY, 7 DAY.5 NARROW -,~ON] C13 (CA) PER EK, BY Tl£ CfMRACTtJI. CllNSlRIJC'1l(l 12. ALL TRAFFIC a»rrRa. SHALL 1£ IN AfXXX/fJIJa WITH M CALTRAHS LANE M.W1AL IE. r&EE.lf:. ctNrRa_ [Ill ctR;T/ILCTJ/,i Ml) ltltJ.NTDWrr MES, AHEAD LA'IEST EDITI/X'I. C12 (CA) C18 (CA) 13. 7RAFFIC /Xf/T1la. FUN Sl.fl/ITTALS ARE R£WIRED FtJI E'ACH PHASE (£ Tl£ IIOO( IN Tl£ ££TAIL, FtJll,/AT, ANJ f,1.!ALITY ILLUSTRA7ED ON THIS Sf£ET. 14. ALL TRAFFIC CCNTRa. ££VICES SHALL 8£ RD«JVED FRr:11 VIEW lll£H MJT IN US£. 15. Tl£ CITY 00/foEIR at HI~ RE.PR£SlJvtATIVE IMS Tl£ lm/1:RITY TO INITIA'IE FlfJ..D CHN«S TO INS1JIE PIHIC SAFETY. 16. ALL lll1lK AFFECT/II> IVS ST(1'S SHALL 1£ CWlDINA7ED WITH /0/TH C<J..NTY 7RANSIT DISTRICT. IXNTRACTtJI SHALL CALL i«;TD AT (760) 967-2828 AT LfAST 72 /«RS IN ADVA!a. fF STARTIM. WCJIK. 17. CHAM£AEI.£ !ESSAG£ S/(H; SHALL 1£ USED IN ADVA/ff fT 'TRAFFIC CCNTRa. /X'I AIAJtJI ANJ PRIIE ARTE:RIALS. ---------------···-"•" ---ws; . -ICR( ID.RS: 7: 00 A, M ,TO 3: 00 E, M. ~o WCR< DATES: JO J-fil ...J ...J <1== :c~ C18 1 C12 1 s> / C12 1 u / / 1-w .<(W --.-200' ~ •• "20()'"-7l 200' \, V y ~(/) - --- ----------------- -------- Tl::MPORARY NO PARKING ZON[ ~ J1.Z PscALr, 1"=20· BLA CK RAIL ROAD --------~C12 ~CiB -------------------------►··· --·" -------____ ,, ___ ,,_ ---------D -. -1--. -. -. -. -. -. -. -. -. -. -. -. -. -. -. -. -. ---· - -- -. -. -. -. -. -. -. -. -. -. -. -. -u--. -. -. -. -. -. -. -- -. -· . --. -. -- -- -N-\ -. -. -. -. -. -. -. -. ---. - -. -. --. -. WW -... . , ..... . z> ¼ ~ <1== :JO <1= 0 25' ""ACING 1 ,.. 50' TAPER 100' TAPER 100' 131..FFER / (TYP.) <1== liLfil -~ al I ' J~ ~ I ~ '-' ~ :I:<( s> ~ ~ ,.. ~ -~ -. -. ~ • • • • • • • • -(.) • • • • v, ., V ./ A A, )( ' ~ , , A , ' ~' ' A , ,, • A X • ' • • VY' ·, ·v > ✓ """ ,:-X > " Ax "\ 1 V > -✓ v rv ./'y It'' V"\ " •-A . )( X X ' • • A " X , , V V ,✓.., v._. , K , 7(' X )< '-\ . x v' .,/\l ... x.. . ✓ . V\, - \,. 8' SPACING C13 1-w : ______ -\1~. rACING___QJ _________ IY X ,A .,/ x..x..x.. >vX.. X >XX ,;x_ V V >()( X ', "' ,/ v'v ~ A A> X ,,_ )( " ' ', ' " x.. ,> )< x >( X ✓v· ,/'-, "v'\, V >(,x_ X V V " A 1 ' 1 <(W \ I "' -\ I \ I ..__ (TYP.) - ----------------WORK AREA - --,-- - - -- - --- - - ~(/) -------------- -- -------------------... - --------------- I I I" >-a &l 20 D 20 40 60 I ~ I \ I GRAPHIC SCALE "' ~ • ~ --,,,fcss,,.,., 1 ENGINEER OF WORK ,{!,~'ii'\ M. ~.-: ~~ Z'f, --,;;. ~~~·· ~PS" !:?::: ~;. STREET: BLACK RAIL ROAD .. ,.., ~ No. C60283 = TIM~ M. THIELE, R.C.E. cS02S Alt -I< E,q,. 06-J0-06 * I SHSET I CITY OF CARLSBAD I SH?TS I TO EXP. 06/30/06 J'~'-.:C/f\\. #' ~e or c,1.\\lli ENGINEERING DEPARTMENT TAPER LENGTH SIGN SPACING CONE SPACING SPEED APPROACH IMPROVEMENT PLANS FOR: ,n a ' "' ' 8 i' "' C 8 u :E >-"' C, RECORD DRAWINGS BLACK RAIL ROAD TRAFFIC CONTROL SHEET 100 FT. 200 FT. 25 FT. 35 t.t>H. PLA.NNINl3 ■ DESIC3N ■ CONSTRUCTION APPROV~ _ WIL~M E. PLUMMERJ 1.- P.E. EXP. DATE •~ ~ . .,,., 5050 AVENIDA ENCINAS, BUTE 260 ~ --r? • ~, 7 .. -:Z ■ ■ ■ DEPUTY CITY ENGINEER RCE 28176 EXPIRES 03-31-06 DATE CARLSBAD. CALIFORNIA 92008-4386 REVIEWED BY: CONSULTING 760 476.9193 • FAX 760.476.9198 • www.ABF.com OWN BY: JH I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: TT 3954 REVISION DESCRIPTION INSPECTOR DATE ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: TT 416-4 / u, G) > 15 / 0 ~ .c. u 'Tl ...I / "' "' C, ~ 0 I ,n .c. N / "' >-< a'. / ± / . , 20 60 I SCALE: IRRIGATION LEGEND SYMBOL MANUF. TYPE MODEL GPM RAD. PSI DETAIL/SHEET " RAIN BIRO POP-UP SPRAY SPRINKLER 1812-SAM-PRS-BQ-PCS-010 0.10 B' 30 S.D.R.S.D. 1-2 <) RAIN BIRD POP-UP SPRAY SPRINKLER 1812-SAM-PRS-Bh-PCS-020 0.20 B' 30 S.D.R.S.D. 1-2 s KBI lRUE UNION BALL VALVE, USE ALTERNATE PIPE SLEEVE INSTALLATION -1-1/2" SIZE S.D.R.S.D. 1-13 ... IRRllROI. 700 SERIES ELEClRIC REMOTE CONlROL VALVE WITli RW60-KIT. SIZE AS SHOWN. S.D.R.S.D. 1-14 --IRRIGATION MAIN LINE (PRESSURIZED). CLASS 315 PVC -2" SIZE. COLORED PURPLE S.D.R.S.D. 1-25 IRRIGATION LATERAL (NON-PRESSURIZED). SCH. 40 PVC -SIZE AS SHOWN, COLORED PURPLE S.D.R.S.D. 1-25 ------IRRIGATION PIP·Afi?ONTROL WIRE SLEEVE. SCH. 40 PVC. SIZE SHALL BE TWICE THE -------DIAMETER OF E PIPE BEING SLEEVED OR 2" FOR IRRIGATION CONlROL WIRE PIPING SIZE LEGEND -GALLONS PER MINUTE SYMBOL SIZE GPM /,.......,,,.-cONlROLLER STATION NUMBER 12" X 36" SIZE 3/4" 0-8 , 1· 8-13 12 1 1/4" 13-23 1 1/2" 23-32 2· 32-53 GPM I A-1 I 1· "-.__REMOTE CONlROL VALVE SIZE INSPECTION PROCEDURES 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 (Poe's). F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECLAIMED WATER (IF RECLAIMED WATER IS USED FOR CONSTRUCTION). AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED 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 WELL, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION. 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART B AND PART G OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER &: DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. r BLACK LOGO /PURPLE / 36" BACKGROUND / 1 "' BLACK LETTERS (N.T.S.) WARNING RECLAIMED WATER DO NOT DRINK R .CLAIMED WATER AVISO-AGUA IMPURA N TOMAR 1 " BLACK LETTERS 2 •• BLACK LETTERS WARNING RECLAIMED WATER DD NDT DRINK A\/1S0-AGUA IMPURA NO TOMAR .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 18" X 18" SIZE .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS 11.1 GPM I A-1 I / 1-1/2" l ''"""" ,,, . j_ RECLAIMED WATER "DO NOT DRINK" SIGN THE CONTRACTOR SHALL LOCATE THE EXISTING 2" IRRIGATION MAINLINE AND CONTROL WIRES IN THE FIELD. THE CONTRACTOR SHALL CONNECT THE NEW PRESSURIZED MAINLINE AND SPLICE THE EXISTING CONTROL WIRES TO THE NEW CONTROLLER USING THE NEXT AVAILABLE STATION. SEE CITY OF CARLSBAD DRAWING NUMBER 409-loB FOR THE EXISTING IRRIGATION SYSTEM. ANY DAMAGE TO THE EXISTING LANDSCAPE OR IRRIGATION SYSTEM DURING INSTALLATION SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER AT THE CONTRACTOR'S EXPENSE. SIGNAGE NOTES: THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECLAIMED WATER USE 2. A. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. B. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONlROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. D. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECLAIMED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR IRRIGATION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4 ", PURPLE IN COLOR, WITH THE WORDS "WARNING RECLAIMED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO -AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE- WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECLAIMED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKGROUND THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. IRRIGATION NOTES: 1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE CITY ENGINEER. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 3. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 4. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE CITY ENGINEER PRIOR TO ANY WORK. IF NOT, THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE CITY ENGINEER. 5. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL FIELD VERIFY THAT THERE IS ADEQUATE WATER PRESSURE IN THE EXISTING MAINLINE TO INSTALL THE PROPOSED IRRIGATION SYSTEM AS DESIGNED. IF NOT, THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER FOR DIRECTION. 6. THE CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM EACH CONTROLLER ALONG ENTIRETY OF MAINLINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAINLINE. LABEL SPARE WIRES AT BOTH ENDS. 7. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 8. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE AND PCS SCREEN SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES. BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. RECLAIMED WATER NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DATED OCTOBER, 1993. 2. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC., SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE, RUN-OFF, OVER-SPRAY, AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT . 7. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. * 8. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERVISION PERSONNEL ON SITE. 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. NON-DESIGNATED USE AREAS AND PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT WITH RECLAIMED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. CONTRACTOR SHALL ADJUST OR RELOCATE IRRIGATION HEADS TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON ALL SIDEWALKS, STREET, AND NON-DESIGNATED USE AREAS. 12. QUICK COUPLING VALVES SHALL HAVE A SPECIAL COUPLE KEY PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPE SHALL BE STENCILED, COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH • 16. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. * 19. THE REQUIRED CROSS-CONNECTIONSHUTOO\lf<lte!(l'SIMU.BE DONE B, ·"ltlli THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: A. QUICK-COUPLING VALVES SHALL BE 1 INCH NOMINAL SIZE NELSON #7645, WITH BRASS CONSTRUCTION AND A NORMAL WORKING PRESSURE OF 150 P.S.I. OR RAINBIRD #44 NP. B. IN ORDER TO PREVENT UNAUTHORIZED USE, THE VALVE SHALL BE OPERATED ONLY WITH A SPECIAL COUPLER KEY WITH AN ACME THREAD FOR OPENING AND CLOSING THE VALVE. C. THE COVER SHALL BE PERMANENTLY ATTACHED TO THE QUICK-COUPLING VALVES. IT SHALL BE PURPLE RUBBER OR VINYL. D. LOCKING COVERS ARE REQUIRED. 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 9. CONTRACTOR SHALL RELOCATE OR ADD HEADS AS REQUIRED TO ACCOMMODATE * ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED 22. THE DESIGN AND LOCATIONS PROPOSED FOR THE RECLAIMED WATER "DO NOT DRINK" SIGNS ARE CALLED OUT ON THE PLANS. TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH THE * CITY ENGINEER PRIOR TO COMMENCING WORK. 23. 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, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES AND CARLSBAD MUNICIPAL WATER DISTRICT. 10. SEE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. IN CASE OF EMERGENCY CONTACT-',M.'U.0..--:..Bil!_l,_q_j~T :No•:9~722 x7152. OR AFTER HOURS CONTACT c .. ~lsbc,d e.21.!0e. O~.psi:l.h...AT 74,0-3ll::.il~7 24. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECLAIMED WATER. PERSONNEL MUST BE INFORMED THAT RECLAIMED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HANO WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECLAIMED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS, OR OTHER APPROVED METHODS. 26. SHOW ALL PUBLIC AND PRIVATE POTABLE WATER MAINS ON IMPROVMENT PLANS. * ITEMS NOS. 8, 19 & 2.J SHALL Be ReOU/ReD JUST PRIOR TO THI! ACTUAL US!! OF ReCLA/MeD WATER. ITEM NO. 22 THI! SIGNAGe PLAN SHALL Be PART OF THIS J.P. BUT THI! ACTUAL SIGNS ct TAGS WILL Be INSTALLED JUST PRIOR TO ACTUAL US!! OF R.C. WATER. >---+----+-----------f------l---+----+---II SH6EET I CITY OF CARLSBAD I SH7EETS I ENGINEERING DEPARTMENT ~='....'::::========:::::'....'::===: RECORD DRAWINGS BLACK RAIL ROAD CONSULTING PLANNING ■ DESIGN ■ CCN ■TRUCTION 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD. CALIFORNIA 92008-4386 760.476.9193 ■ FAX 760.476.9198 • www.RBF.com P.E. __ _ REVIEWED BY: INSPECTOR EXP. ___ _ DATE DA TE INITIAL DATE ENGINEER OF WORK 11 DATE DATE INITIAL REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: JF PROJECT NO. CHKD BY: JA 3C,5 ..I RVWD BY: JA "l I DRAWING NO. 41G-4 C g C - I ... 8 ~ 8 f ~ C I!! / :E 0 --G) ! 0- 0 ~ -.. / ..,, > .... 9 ...... 0,. I I .t. 0 l(l / < ~ I ;: SCALE: 1 "=20' 63 RHAPHIOLEPIS INDICA 'ENCHANTRESS' INSTALL PER DETAIL INDIA HAWTHORN 'A' THIS SHEET RECORD DRAWINGS ,. \ \ \ I I --:::-:-__..;.-.-. __ =-1, 1/ -I; I I (( PLANTING NOTES: 1. PL.ANTING SHALL BE DONE IN ACCORDANCE WITH THE CITY OF CARLSBAD'S LANDSCAPE TECHNICAL MANUAL, 1990 EDITION, THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, THE "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2003 EDITION, AND THE SPECIFICATION SPECIAL PROVISIONS. THE CITY OF CARLSBAD LANDSCAPE TECHNICAL MANUAL SHALL TAKE PRECEDENCE. 2. PLANT QUANTITIES SHOWN ON THE PLANS ARE FOR THE CONTRACTOR'S CONVENIENCE IN ESTIMATING ONLY. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE PL.ANT MATERIALS FOR EACH SYMBOL SHOWN ON THE PL.ANTING PLANS. 3. THE PL.ANTING PLANS ARE DIAGRAMMATIC. MINOR ADJUSTMENTS IN PLANT LOCATIONS MAY BE MADE AT THE DISCRETION OF THE CITY ENGINEER. 4. ALL PLANT MATERIAL SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE CITY ENGINEER PRIOR TO INSTALLATION. SEE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 5. ALL NURSERY TYING MATERIAL AND MARKING TAPES SHALL BE REMOVED AT THE TIME OF PLANTING. 6. A TWO INCH LAYER OF BARK MULCH SHALL BE APPLIED TO ALL PLANTING AREAS PER THE SPECIFICATIONS. 7. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO VERIFY THE EXACT LOCATIONS OF EXISTING UTILITIES TO ENSURE THAT THERE IS NO DAMAGE DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE TO REPAIR AND REPLACE ANY DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION. 8. SEE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. SHRUB PLANTING N.T.S. l---+----+-----------1----t---t---t----i I SH7EET I CITY OF CARLSBAD I SHE7ETS I ;:::::::::::=='...'==::::E:::N::::G::::IN::::E::E::::Rl::::N::::G::::D::::E::::P::::AR::::T::::M::::E::::N:::::T =='....==:::::::::; ·-c ~ ! 8 I BLACK RAIL ROAD } PLANNING ■ OESIIIN ■ CCN ■TFlUCTIDN ,.,, "'""'" ,, ,w,,,..,~ """"' I 5050 AVENIDA ENCINAS, SUITE 260 P.E. ---EXP. ----l---+----+----------------+---+---+---+----1 4/~ ~ L;;;;i!;t' r • I ...., If<} •,U-0 CARLSBAD, CALIFORNIA 92008-4386 r::::-::::::::-::::-;--------------t----i--__jl----------------1----l----1------1---1 DEPUTY CITY ENGINEER RCE EXPIRES DATE -RE~EWED BY: ~ C □NS U LTI NG 760.476.9193 • FAX 760.476.9198 • www.ABF.com DWN BY: JF PROJECT NO. I DRAWING NO. ,._- L---------------------------------------1====~==::!========================::!:=~~=========:::::=::::=£::D:;A:;TE:::;::IN=IT;:IA::;L ~==============::!::D=A=TE==l=Nl=TIA:L:!:::DA=TE==IN:lll:AL::!::C:H:K:D:B:Y:: =JA====:?:~~= .. =====.M=~•==:!.J ! ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: JA L--~::...:::....c-S,_ __ JL_-S.:..:.:,l,c_.2_..J INSPECTOR DATE C ~ ..... G') 0.,::. .,, .... ..... 0-. I .,::.