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HomeMy WebLinkAboutCDP 02-11; JEFFERSON STREET SIDEWALK; Planning Commission"' • ""! ~ ---iii 0 N :5'-c 0, 1 N J ' ~\. p ~~ 0, 58838 ;;e Jl1 , 6/30/03 ,,, JJ c1v1\.o OF CP.\.' CONSTRUCTION PLANS z 0 -I- FOR 0 :) ix: I- CJ) z JEFFERSON STREET NORTH SIDEWALK PROJE T 0 0 0: 0 CAMP PE:NDLETON (U.S.M.C.) ENCINITAS CARDIFF SOLANA BEACH DEL MAR LA JOLLA z 10 MILES RIVERSIDE COUNTY "' 5 PROJECT LOCATION ESCONDIDO ~6),lrJ]· SANTA YSABEL 67 8 5 AN YSIDRO VICINITY MAP SUBMITTED BY: PBS&J 78 PROJECT MANAGER: MARIA ISABEL PARAS CAIRNS R.C.E. 58838 (EXPIRES JUNE 30, 2003) DATE (PROJECT 3883-1) CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL CLAUDE A. "BUD" LEWIS -MAYOR ANN J. KULCHIN -MAYOR PRO TEM RAMONA FINNILA -COUNCIL MEMBER MA TT HALL -COUIIICIL MEMBER JULIANNE NYGAARD -C~OUNCIL MEMBER RAYMOND R. PATCHETT CITY MANAGER ROBERT J. GREANEY PROJt:CT SITE\ MAGNOLIA 0 0.25 LOCATION MAP u. I- 0 z OR 1 N J 0,5 MILES . DEPUTY PUBLIC WORKS DIRECTOR FOR MAINTENANCE AND OPERATIONS WILLIAM E. Pl.LIMMER DEPUTY CITY ENGINEE:R FOR DESIGN JUNE 2()02 CITY OF CARLSBAD I ~nm~"sW _y ________ ----------------··· --11-------- "AS-BUil Tu Case No. CD Q:2.--\ \ P. ___ EXP.___ DATE --------------------------r<E IEWED BY: ExhibitNo. Pr-~ Date_L_-_.1_'7..l-='I.L.!c:'.:1-- ECTOR DATE SHE,ET CITY OF CARLSBAD I SH7EETS I 1-----+-----1----------------l-----1-----l----l----1 ENGINEERING DEPARTMENT l-----+-----1---------------l-----1-----l---+----I TITLE SHEET JEFFERSON STREET NORTH SIDEWALK PROJECT ·;; fil ;5!: ~---------------,r---------------------~----,-::--:---::----:--:-:--:---::-::-:----:---::-::::---::=::-:=:::::-:-:::=::=:::-:-:===-===-====-===-::-::::-:::---tl--=:_-=:_-=:_-=:_t-=:_-=:_-=:_jt-=:_-=:_-=:_-=:_-=:_-=:_-=:_-=:_-=:_-=:_-=:_-=:_-=:_-=:_-=:_-=:_-=:_-=:_-=:_-=:_-=:_-=:_-=:_-=:_-=:_-=:_-=:_1-=--=--=--=-t-=--=--=-~t-=--=--=-~t-=--=-j APPROVED , Construction contractor agrees thot in accordance with generally accepted construction practices, construction contractor will be ? UNAUTHORIZED CHANGES & USES: The engineer preparing ~ required to assume sole and complete responsibllity for job site conditions during the course of construction of the project, including l----+---l~-------------+---+----l---1-----1 ..,,C~ITY~E~N=Gl::::NE=E=R=P~E;::=====EX:'::P:'::IR=ES=::;-;::=::::D:::A:::::TE~ iii 175 Cele Megdelene. Suite 01 these plans wlll not be responsible for, or liable for, ~ safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working ,-,, ~ Enoinitee, CA 92024 unauthorized changes to or uses of these plans. All CELSOC hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and oil I--D-,-ATE-+---INI-T!A-L-+"'..,,_-------------+-D-A-TE-+-IN-ITI-AL-l--DA-TE---l-1N-IT-IA--IL DWN BY: ---PROJECT NO. I DRAWIXNXG NO. tro (760) 753-neo changes to the plans must be in writing and must be """""'""""""""'... liability real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence REVISION DESCRIPTION 1-------'----.::.+-"--c.::---'--"-'=-='-~ ~~Sn 8ly,--3883-1 L_::..:=~~--------l~a:p:pr:o:ve~d~b:y~t:he~pr:ep:a:re=r~o~f ~th:e:se~pl:an:s~. ____ ....:,_..,:..,:•":""':•:• .....,:-:..1:of~de:s~ig:n ~p:ro~fe:s~sio:n:al~. __________________________________ £E~NG;IN~EE~.R~O;F ~wo;R~K ~==~~~~~~~~===~oTH~ER~A;P;PR~ov;A~L ~Cl~TY~A~PP~R~ov;A~L ~~~~==~==§~~==~~§=:~ ~ 75% PRELIMINARY SUBMITTAL CARLSBAD MUNICIPAL WATER DISTRICT NOTES 1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RULES ANO REGULAllONS FOR THE CONSTRUCllON OF POTABLE WATER MAINS -CARLSBAD MUNICIPAL WAlFR DISTRICT'; OCTOBER 1993, OR AS AMENDED. 2. THE CONTRACTOR SHALL OBTAIN AN EXCA VA 770N PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY ANO PROVIDE PROOF OF OSHA NOTIFICA770N BEFORE ANY EXCA VA 770N, ANO SHALL ADHERE TO ALL PROVISIONS OF THE STA 7F CONSTRUC770N SAFETY ORDERS. 3. BEFORE ANY CONNEC770N OR SHUT DOWN OF VALVES ON EXISTING C.M. W.O. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFACE, ANO MUST BE SIGNED ANO APPROVED BY THE DISTRICT ENGINEER ANO DISTRICT SUPERINTENDENT. 4. A PRECONSTRUC770N CONFER£NCE MEE77NG SHALL BE HELO A MINIMUM OF SEVEN DA l'S BEFORE CONSTRUC770N BEGINS. CONTACT THE CITY OF CARLSBAD ENGINEERING DEPARTMENT [(760) 4.:JB-3891] FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEER/NG DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED. TELEPHONE: (760) 438-3891 6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT. ALL EXISTING TREES AND STRUCTI/RES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK. ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF THE DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT ANO DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATE FORM OF PROTECTION. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT, AND TYPE OF MATERIALS OF ANY FIRE LINE LOCA TEO BETM"EN THE DETECTOR CHECK VAL VE AND THE BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHALL. 9. ALL RECLAIMED WATER MAINS ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULA770NS FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT: OCTOBER 1993, OR AS AMENDED. C.M. W.D. WATER CONSTRUCTION NOTES f. ALL METER BOXES SHALL 8£ SET FLUSH WITH FINISH GRADE. 2. ALL METER BOXES SHALL BE 12" x 20" x 12" POLYMER CONCRETE AS MANUFACTURED BY ARMOR CAST OR EQUAL, AND SHALL HA VE TRAmc RATED LIDS. 3. CONTRACTOR SHALL AS BUil T THE LOCA 770N OF ALL £XIST1NG AND NEW WAJFR METERS/LATERALS, AND SEM"R LATERALS AND CLEANOUTS. 4. CONTRACTOR SHALL STAMP NEW CURB WITH A 3 INCH HIGH •w-OR •s• AT ALL SEWER {S) AND WATER (W) LATERAL LOCA TIONS. 5. CONTRACTOR SHALL INSTALL SEWER LATERAL CLEANOUTS PER C.M.W.O. STANDARD DWG. S-7 ON ALL SEWER LATERALS WHERE NO CL£ANOUTS PRESENTLY EXIST. TRANSITlON OR FLEXIBLE COUPLING---, PVC PIPE OR DIP FlmNG PER PLAN 5££ DETAILS ON SHT 7 FOR TRANS/TlONS TO EXST ORIVEWA Y.S' --~ 10' 20' 4" A.C. PAVEMENT.c_ __ __.- 6" CLASS 2 A.8. 60' 20' 10' 5.5' S/W TYP. EACH SIDE ~ SEE DETAIL © 1--.: FOR TYP SIDEWALK ~ TRANSITlONS ~ E.G. (TYP) --;,-,..--:.r 4• P.C.C. S/W TYP 6" TYPE "G" CURB & GUTTER (TYP.) A TYP. SECTION JEFFERSON STREET NORTH 2 12" WIDE BORDER WITH 1/4" GROOVES APPROX 3/4" OC NO BEVELED LIP. ENO OF RAMP FLUSH W/ GUTTER NOT TO SCALE A-,. 3/4" 3/4" 20"i-~-i A....J. PLAN VIEW 20" CT 4' ELEVATION CT "' 20" CT MONOLITHIC CURB BACK OF SIDEWALK FACE OF CURB LIP (TOE) OF GUTTER TOP OF CURB 4" MIN LANDING 6" LEGEND _D_£._S_CR._1._'P_TI_O_'N ______ S_T,_::4 ..... N._'D.'-~Rc;.;'O'--D_'R. ___ ~_W,....;.1/M_G _______ S_;..Y._'M.-=-'B.::...0Lc.___:Z RIGHT OF WAY LINE LOT LINES SAWCUT LINE CUT OR FILL SLOPES (2: 1 MAX) a'\2A A.C. PAVING (NEW) PER SECTION 'CD 6" TYPE "G" CURB & GUTTER PCC SIDEWALK PEDESTRIAN RAMP PCC CROSS GUTTER (7 1/2 " THICK} TRENCH RESURFACING RESIDENTIAL CONCRETE DRIVEWAY TYPICAL DETAIL 6" A.C. BERM TYPE "A" MASONRY RETAINING WALLS (TYPE PER PLAN) £XIST1NG MAILBOX EXISTING TREES/BUSHES (DIA, SPECIES, PER PLAN) EXISTING FENCE (MATERIAL PER DEMOLITION PLAN) EXISTING STREET LICHT EXISTING SEWER MAIN/SEWER ACCESS HOLE EXISTING SEWER LATERAL (SIZE PER DEMOLITION PLAN) EXISTING WATER MAIN (SIZE PER OEMOLmON PLAN) EXISTING GATE L14LV.: (SIZE PER DEMOLITION PLAN) EXISTING WATER LATERAL {SIZE PER OEMOL/TlON PLAN) EXISTING FIRE HYDRANT ASSEMBLY EXISTING GAS MAIN AND V,~f. VE SORSD G-2 {U.O.N.) SDRSD G-7 fZZZZZZZJ SDRSD G-27, TYPE "A• UNLESS OTHERWISE NOTED SDRSO G-12 SORSO G-25, TYPE "o" SORSD G-14A SORSD G-5 CMWD S-1 CMWO S-7 CMWO W-16 CMWD W-3 CMWO W-12 Kxxxxxxx>I DETAtL--tA::J PLAN SHEET NO.~ 0 l-o :) a: l-oo z 0 0 a: 0 u.. l-o z 3'MIN ---1----1 PvC SPOOL MJ x ACP ADAPTER FOR ACP 5% MAX GUTTER APRON SLOPE AT RAMP OPENING\ "' ~ " ~ , .. -, .. ro 0 N '.52-c 0-·v, 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 SECTlON 6703 OF THE BUSINESS ANO PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND TH£ CHECK OF PROJECT ORA WINGS AND SPEC/FICA TIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE PROJECT DESIGN. FIRM.· _____ P._'8._$_&_J __________ _ ADDRESS: ___ _;1:.;_7.:::..5....:G:.:.Ac::L;;;.:LE'-""M.C..CA.:CGD:.:.A..::L:::..EN. ...... A...:.,_s;...u_r ...... TE_10_1 __ _ CITY, ST.: ___ ....:Eic..N..:.C. __ YN._rr,_:4.c;s;c....:ccA __ 92_0._'2_4 _____ _ TELEPHONE: __ __,_(_76_0.,_1)_7._5_'3_-_11_2_0 _______ _ BY: ..,..,-=-c-,--::-:-==--:::-:-=-:-:::--::-:-:-:::-:::-----OA TE: __ _ MARIA /SABEL PARAS CAIRNS R. C.E. NO.: 58838 EXP/RATION DA TE: --"6/..c..'3<::.:'0:,..1/'1...:.'0.::..3 __________ _ " J1-----------------. / -'° 0 N '.52-N ?, 175 Cele Megdelena Suite 101 Enoinit;.eis, CA 92024 (760) 753-1120 NOTES.· 1. CONNECTIONS TO EXISTING ACP -REMOVE EXISTING ACP TO NEAREST COUPLING. REMOVE ACP COUPLING AND INSTALL MJ x ACP ADAPTER ANO INSTALL PVC SPOOL (3' MIN}. CONTRACTOR MAY BE REQUIRED TO REMOVE SEV£RAL JOINTS OF ACP TO CONNECT AT COUPLING TO A VOID INTERFERENCES. TYPICAL WATERLINE CONN TO ACP AND PVC DETAIL B NO SCALE - 12· 12 1 c;:::::::==-.. l9ltrn,..__ --,_...,.~.JL,;=l:::i:==::;::::::.=a~=~~~t ...... . ~--·~- .... ,, ··;.. .. . EXISTING TRAmc SIGNS (TYPE AS NOTED PER DEMOLITION PLAN) EXISTING SPRINKLER HEADS PED STA 2' RAMP • SECTION A-A NOTE: 1. SEE STANDARD DRAWING G-32 FOR GENERAL NOTES, EXCEPT DETAIL 8, DOES NOT APPLY RAMP TYPE C MOD. 1+38.63 DETAIL NO SCALE X CURB HEIGHT 4• 5• 6" 7• 8" 9• 10· 11· 12" 13" C CT CURB TRANS 2#-4# 3'-4" 4'-411 5'-4n 6'-4-n- 7'-4" 8'-4,.. 9'-4" 10'-4" 11 '-4" EXISTING POWER/TELEPHONE POLE (,4S NOTED) MAGNOLIA SH££T4- SHEET INDEX MAP NOT TO SCALE SHEET INDEX 3883-1 1. TITLE SHEET 2. GENERAL NOTES, LEGEND AND DETAILS 3. DEMOLITION PLAN 4. IMPROVEMENT PLAN ANO PROFILE 5. IMPROVEMENT PLAN AND PROFILE: ~STR~~~~~======-==- 7. f,,fttl, G Ag°n,E';,Orfiqf&~q;y..mfl,fN ~ll~1~ c~;~;SIOn Case No. _________ _ I -E,hibitNo. g---Date - 1-~-~---""il,,nAF>s.,.,,_.,..,.9""Ul"'i'i'rL_T ..... ffP-----' P.E. ___ EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE I SH2EET I CITY OF CARLSBAD l SH7EETS I 1-----t---+-----------------t---t---1----+---1 ENGINEERING DEPAR™ENT 1-----t---+-----------------t---t---1----+---l GENERAL NOTES, LEGEND, AND DETAILS FOR: BENCH MARK -JEFFERSON ST. NORTH DESIGNED BY: MPC DAlE: __ _ JEFFERSON STREET NORTH SIDEWALK PROJECT DESCRIPTION: SPIKE IN THE S/£ CURB RETURN LOCATION: INTE'RSE:CllON OF ADAMS ST. ANO LARKSPUR LANE RECORD FROM: CITY OF CARLSBAD ELEVATION: 92437 DA TUM: CITY OF CARLSBAD DRA'MII BY: JL/MB SCALE: AS SHOWN CHECKED BY: TRF JOB NO.: 620811.14 ENGINEER OF WORK: OATE: MARIA !SABEL PARAS CAIRNS RCE: 58838 1-----t---t-----------------t---t---1----+---1 APPROVED CITY ENGINEER PE l--:D:-cA=TE--l-,IN-IT::--IA"""L-t-'-"-'----------------1-DA-,TE-l--lNI-TI-AL-I--D-AIT-+-IN-ITI-AL-I OWN BY: --- ENGINEER oF woRK REVISION DESCRIPTION oTHrn APPRovAL c1n APPROVAL ~t;J<Sn BJ~,-- EXPIRES PROJECT NO. 3883-1 DATE I ORA~: NO. o:L---------------..L.--------------------------------------------------------------------------------------------------------------------------.1 75% PRELIMINARY SUBMITTAL -co 0 N ;:)- c 0, 'jj SAWCUT AT CONST JT 20LF± BEYOND PEDESTRIAN RAMP --~ I / ' ( ,, / _/ / PROTECT IN PLACE EXIST 12" DIA TREE .:1' -:.,: . ·--;,;· ---i !; REMOVE EXIST CL FENCE Pt?THIN ROW. SALVAGE AND REPLACE PER IMPROVEMENT PLANS --------, RELOCATE GA TE OPENING TO BEHIND ROW-~ ?1------------------, REMOVE PORTION OF EXIST BRICK PA V/NG WITHIN ROW AS REQUIRED TO RfMOVE EXST SIDEWALK I REMOVE VEGETA TlON ON 1-=-ENCE. REPLACE IN KIND--- i JEFFERSON REMOVE !LF ::I: OF EXIST WOOD FENCE MTH!N ROW RESET ENO POST ,;JEHIND ROW i ' ' REMOVE EXST WALKWA Y FOR UTlLITY TRENCHING ..i-REPLACE IN KIND fER '-IMP PLANS ; IN ! -' r-. ' ~ I REMOVE PORTION OF BUSHES Pt?THIN ROW. AS REQUIRED TO REMOVE EXST SIDEWALK l i PLAN 1"-20' PLAN 1"= 20' REMOVE EXIST WOOD FENCE (± 5' HT) WITHIN ROW. REPLACE , IN KIND PER IMP PLANS REMOVE 24LF ± OF REMOVE 10 LF:I: OF WOOD FENCE FOR EXIST CL FENCE- UTILITY TRENCHING SALVAGE AND REPLACE IN KIND REPL'i4CE PER PER IMP PLANS IMP. 'PLANS SAWCUT AT CONST JOINT SAWCUT 5 FT FROM £OP C DEMOLITION DRAWING NOTES: 0 0 0 0 0 © 0 ® 0 @) @ @ @ ® @ @) @ @) @ @ @ @ EX/SllNG POWER POLE TO BE REMOVED, SEE SPECIF/CA llONS AND SOG&E: PLANS _______ , EXISllNG PEDESTAL TO BE REMOvED, SEE SPEC/FICA T10NS ANO SOC&£ PLANS _________ . EXIST1NC PALM TREE (SIZE NOTED ON PLANS} TO BE REMOV£D. REMOVE EXIST/NC ASPHALT DRIVEWAY AND SIDEWALK, SAWCUT AT PROPERTY LIN£ REMOV£ EXIST1NC PCC DRIVEWAY, SAWCUT AT PROPERTY LINE AND ALONG £XIST1NC £DC£ OF PAVEMENT. REMOVE EXISTlNG PCC SIDEWALK. REMOVE EXIST1NC Rf (nSTOP"} AND DOUBLE STREET NAME SIGN, RELOCATE PER IMPROVEMENT PLANS. REMOVE EXISllNC FIRE H't'DRANT, LATERAL, TEE, VALi£ AND APPROX 6 LF OF AC PIPE. INSTALL NEW FIRE HYDRANT AND LATERAL PER IMPROVEMENT PLANS. SEE DETAIL ® REMOVE EXISTING FIRE H't'DRANT, ADJUST VAL VE TO GRADE, RELOCATE FIRE HYDRANT AND EXTEND LATERAL PER IMPROVEMENT PLANS. SAWCUT, R£MOV£ EXISTlNC ASPHALT BERM AND ASPHALT PAVEMENT. NOT USED REMOVE £XIST1NG PCC CURB. REMOVE EXIST1NG Rf AND DOUBLE STREET NAME SIGN. REMOVE EXISTING SCHOOL X-ING SIGN, RELOCATE PER IMPROVEMENT PLANS. REMOVE EXISTING PCC PEDESTRIAN RAMP. REMOVE ANO REPLACE EX!ST1NG PCC CROSS GUTTER. REMOVE EXISTING PCC CURB AND GUTTER. EXIST1NG SEWER LATERAL, APPROX LOCATION. LOCATE ANO PROTECT IN PLACE EXISTING WATER METER ANO SER'l!CE, PROTECT IN PLACE EXISllNG SEWER CLEANOUT, PROTECT IN PLACE £XIST1NC WATER VAL VE.S: PROTECT IN PLACE REMOVE EXIST1NG W-f7 SIGN, RELOCATE PER IMPROVEMENT PLANS. CL = CHAINLINK CITY OF CARLSBAD Planning Commission Case No. _________ _ Exhibit No. _0~_Date _____ _ "AS-BUil T" P.E. ____ EXP. __ _ REVIEWED BY: INSPECTOR DATE DATE z 0 -l-o :, a:: 1- U) z 0 u a:: 0 I.I.. l-o z 1----+---+------------t----t----t---r--j I SH3EET I CITY OF CARLSBAD I SH7EETS I ENGINEERING DEPARTMENT ;==::..:::==========::.::::=::::; DESIGNED BY: MPC DRAWN BY: JL/MB CHECKED BY: TRF DATE:. __ _ SCALE: AS SHOWN JOB NO.: 620811.14 DEMOLITION PLAN FOR: JEFFERSON STREET NORTH SIDEWALK PROJECT APPROVED 2 ENGINEER OF WORK: CITY ENGINEER PE EXPIRES DA TE lo il~=-==-=~~-17 - 5 -c_en_e_E~_:_,<_760_.n_r'_:_~_~=_~_ O6_ 1J ___________________________________________________________ _J~~~~~~~~~=~D;A~TE::~~~~;DA~TE;;IN~IT~IA~L~==~~~~~~~~~~===~~D;A;TE~~l;Nl;ll;AL~~D~A~TE~~IN~l;TIA~L~~g~~~~~D~B;~~~=-:._~-~~--~~_::-~ 1 :=:=P:R:~:~:~c:;:=~:O:.:=~l~D:R:A:::N:::=N:O,~ ~ MARIA !SABEL PARAS CAIRNS RCE: 58838 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV\JD BY, . 3- 0. 75% PRELIMINARY SUBMITTAL STA 0+SQ96 MAGNOUA PCR MATCH EXST IMPROVEMENTS ' w > <( ... ·····--··-'\---............. -'. I INSTALL 6" CONC "- CURB ~~ ;t Q._ -+-..... EXISTING WATER METER, PROTECT IN PLACE (TYP) I ~-···-···-···-) REPLACE CONC SIDEWALK IN KIND EXST CO PROTECT IN PLACE--~ ,, INSTALL RELOCATED SIGN---- INSTALL 49:i: LF WOOD FENCE, 5' HT TO MATCH EXISTING BEHIND ROW--~ -.. -·-··-·· .. s-::-··.·c;c;_ =--=-.. =_.==lb:;-. .L..::::::c__::..cc==='s'S-·-·· ...... s· ··-· --· __ J~-.5 ·---· j·-· ___ . .a",,_.\!Gf'_: ,.. .···~=· k ·-·,,:--~-~~=~=· ·==-·=· ==='!-=~ --__ ""2 __ ;,_ ··----··----J--·--·~·' -F· F·-E--R·····s·· o··N-··· -... ,.~s··~""r·""~;:•·:---::"":s:: .... 'r-~-·.-.:-H ... ·p::: .. -·•"' ... ·.-.-.... ·.·.· .. ·.·.-. ·····•· ·····--""·-,,,,,.--~----· .., 4 ~ -.: -_,.,,'( /a.'.'.)r-,;--;,h._~_r .3" HP '°"~17-------G------"~~G-----G------''-"-"'--------G_,____ __ _,___-"-----'--'~G G-t-------G-----,-1-iH-'" ·--·" ' if) C.iJ; ···---------··--.. _, ---------· ..... -~-..... -·------ }:: -/rf:{ cc;,:,~c I. ... I .. / ,..:,.::Y\-!f.L .. i /' ----;i< .. /~--~.·,l .. f::·_~::~-;c·:~_, ____ rr-~:~::r-}~'~j}?jwY=~:.·-;_ -:~~- ·'-~' 1 STA 1+62.02 REPLACE g' " cl u .,. --§ N ;3- c "' ·~ © 'O • ! MATCH .txsT I IMPROVEMENTS / / f / -;;-1-----------------------, ;:;- 1ii 0 N ~ ;;- 175 Cda Megde...,.,_ llite 101 Enoinltea, CA 92024 (760) 753-1120 ! NO. (J) ® @ ,--·--····-··-···-··~--TEE W. 8 PVC, C900, CLASS 150, OEP'TH-:t: 4.5' ' MIN LENGTH = 6 FT SEE DETAIL (!) MATCH EXST ;,6jMPROVEMENTS CURB DATA ! STA 2+54117 -"-----'=----'----'--'------__,../I() 20' ORIVEWA Y f ;:::: EXST 4" DRAIN PIP£, PROTECT IN PLACE "' 'LIMITS OF GRADING INSTALL NEW PCC DRIVEWAY /::,/BEARING RADIUS TANGENT LENGTH 90"29'18" 30,00' 30.26' 48.16' N28.38'23"W --345.12' N28°38'23"W --100.19' '-----MATCH EXST IMPROVEMENTS ---REMoW EXST 2 COURSE STA 3+07.96 BRICK WALL 20' ORIVEWA Y f_ PLAN 1"= 20' DESIGNED BY: MPC DRA\\t-l BY: JL/MB CHECKED BY: TRF ENGINEER OF WORK: MARIA !SABEL PARAS CAIRNS l 0:::: iO I ,U ;z ,<C 3 CL I DATE: __ _ SCALE: AS SHOWN JOB NO.: 620811.14 DATE: RCE, 58838 REPLACE SALVAGED CHAINL/NK FENCE BEHIND ROW ·· · · «--· ·~· -~········-·~/-~::..;·~--! :;;•"-""•·SifN·· ,,\...:i',il._ I ~.:...~.J:-:C! ,.,. ':MA i i .. >·--} ...... f ··---.. 1--···· ....... +·· CONSTRUCTION NOTES: INSTALL 6" COMBINEI) CURB ANO GUTTER, TYPE 'G' PER SORSD G-2. INSTALL s·-o· SIDEWALK PER SDRSD G-7, CON17GUOUS, SE£ 0£TAILffi INSTALL ORIVEWA Y PER SORSD G-14A MOD UNLESS 0771ERWISE NOTED. BACK OF SIDEWALK TO MEET EXST DRIVEWAY AT PL CROSS-SLOPE OF SIDEWALK = 2% MAX.; SLOPE RAMP TO MATCH PROPOSED FL + 1/2" (VARIES 8.3% -11.1%} SEE DETAIL® SEWER LATERAL LOCA770NS ARE APPROXIMATE. LOCATE SEWER LATERAL AND INSTALL CLEANOUT PER SDRSD S-3 W/ TRAFFIC RA TED LID BEHIND ROW WHERE LOCATED IN DRIVEWAY. INSTALL 6• RR£ H'rDRANT PER CMWD STlJS ANO SPECS PER DWG W-12 INSTALL RELOCATED R-1 SIGN W/ DOUBLE STREE NAME SIGNS (z] INSTALL PEDESTRIAN RAMP AS NOTED PER PLAN. RAMP SHALL MEET Fl OF GUTTER W/ NO LIP. 0 INSTALL CROSS GUTTER PER SDRSD G-12. (£] INSTALL AC PAVEMENT & BASE PER SEC770N CITY OF CARLSBAD Plunnmg Commission Case No. _____________ __, "AS-BUil T" .E. ____ EXP. ___ _ DATE ----------------------------H----------------J EVIEWED BY: Date. _______ __. INSPECTOR DATE i---t----t------------l---+----+----l---l l'-S=H4E::::ET:::.-=:I =C==I=T=Y::::::::::O=F=C=A=R=L=S=B=A=D~I =SHJEE=TS::I r-ENGINEERING DEPARTMENT IMPROVEMENT PLAN FOR: JEFFERSON STREET NORTH SIDEWALK PROJECT APPROVED CITY ENGINEER PE EXPIRES DATE t-;:DA-;:,TE;;::----t--;;:,N:;:!T:::-,A:-:-L-t"""'--------------------l-D-A-TE--1-IN_I_TI-AL-1--D-A_TE_j__lN-,T-IA_L__j ~D~W~N~B~Y~:=_=_=_=_=_=_=_f;:=::=:::::::P:;R=o=JE=c=r=N=o=.==::;--;:=o=R=A=Wl::'.N~G=::'N:::O::. REVISION DESCRIPTION orHER APPROVAL c1ry APPRovAL ~~~n 8ri~,---' 3883-1 xx ENGINEER OF WORK ' ' ; ' Q_ i...,_ ______ __._ ____________________________________ __;:_~:;;:;::::;;:;;:;::::;;:;;:;::::;;:::::::::::::::::::::========:::=:==================::::...! 75% PRELIMINARY SUBMITT Al 0, • "O n $,/ -~ :3-§, ·;;; ' ' ' --L-.. J_ ~·· i ' ' --+----! ' ' ~--t------f---' ' ' --·-t· ·-1 f REPLACE SALVAGED CHAINLINK FENCE BEHIND ROW !1-------------------------, :;:, -~ '" / ;;:j '3- 175 Cele Magdelena, SL.ite 101 Ercinitee, CA 92024 (760) 753-1120 , ..... , ... -,---~--.1·-·-·-l------: --.. -f .-- J i 1 ] ! ........ L .... .(. I ' ' --i--··t ----'.-----;. ·--r-· ' RELOCATE CA TE OPENING BEHINO ROW REPLACE SAL VA CED CHAINLINK FENCE BEH/t{D ROW REPLACE VECETJ. llON IN KIND ,---REPLACE SAL VA CED CHAINLINK FENC£ IN EXST LOCATIQN EXST co, PROTECT IN PLA,,-.r:--...., ! STA 6+29.80 EXTEND FH LATERAL, 6 PVC: Cl 150 LENGTH= 12 FT, CONN TO EXST NO, @ @ JEFFERSON ELEMENTARY SCHOOL PLAN 1"= 20' CURB DATA !:::,. /BEARING RADIUS TANGENT LENGTH N28°38'23"W --336,93' 89°12'51" 31,81' 31,38' 49,53' ' i ' -----L -----i --· , .... ,:, .. ,., .. .;.' ' ··r··· ---·-· i. . ·--L-----:-------'. --. '. "''" _j ___ --···-· REPLACE SAL VAG£0 CHAINLINK FENCE BEHIND ROW (::&G EXISTING WATER METER, PROTECT IN PLACE {TYP) EXST CO PROTECT IN PLACE ---------------· -----,---- INSTALL 6" CONC CURB '·· •• .o·o,-'--• ••-.-, -••• ----·.,. TRANSITION AS REQ'D TO ROW. HYDROSEED AREA BEHIND SIDEWALK TO ROW, TYP .:-·--:~;~~:~·; DESIGNED BY: MPC DRA\\!,I BY: JL/MB CHECKED BY: 1RF ENGINEER OF WORK: ' MA TCH EXISTING IMPROVEMENTS MATCH EXST CROSS CUTTER -~',;:ti / ...J 0.. .-.:~-)~,--== _-J-?:'ci:-Tc·-------~\:-- -~_\._ STA 8+36.92 JEFFERSON ST PCR DATE: ___ _ SCALE: AS SHOWN JOB NO.: 6 20811.14 DATE INITIAL , I I , STA =STA , ----· -···-1··· -~-----1----------!-·-·"-/"' l ' 8+84. 75 JEFFERSON ST 1+00 CAROL 'L ' I ---J ... --t- CONSTRUCTION NOTES: [II QJ INSTALL 6" COMBINED CURB AND GUTTER, PER SDRSD G-2, TYPE 'G' INSTALL 5'-0" SIDEWALK PER SDRSD C-7, CONTIGUOUS, SEE DETAIL@ INSTALL DRIVEWAY PER SDRSD G-14A MOD UNLESS OTHERWISE NOTED. BACK OF SIDEWALK TO MEET EXST DRIVEWAY AT PL CROSS-SLOPE OF SIDEWALK = 2% MAX.: SLOPE RAMP TO MATCH PROPOSED Fl + 1/2" {VARIES 8.3% -11.1%} SEE DETAIL ffi SEWER LATERAL LOCATIONS ARE APPROX/MA TE. LOCATE SEWER LATERAL AND INSTALL CLE:ANOUT PE:R SDRSD S-3 W/ TRAFFIC RA TED LID BEHIND ROW WHERE LOCA TEO IN ORIVEWA Y. INSTALL 6" FIRE HYDRANT PE:R CM/ID STDS AND SPECS PER DWG W-12 INSTALL R£LOCA TED R-1 SIGN W/ DOUBLE STRE£ NAM£ SIGNS INSTALL PEDESTRIAN RAMP AS NOTED PER PLAN. MEET FL OF GUTTER W/ NO LIP. INSTALL CROSS GUTTER PER SORSD G-12 INSTALL AC PAVEMENT & BASE PER SECTION RAMP SHALL CITY OF CARLSBAD Planning Commissrnn "AS-BUil T" Case No. _______________ _ P.E, ____ EXP. ___ _ DATE Exhibit No. -~;;. ___ D,ate _______ _ REVIEWED BY: DATE INITIAL DATE INITIAL INSPECTOR DATE CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLAN FOR: JEFFERSON STREET NORTH PROJECT SIDEWALK APPROVED CITY ENGINEER PE EXPIRES DATE DWN BY: DATE: MARIA ISABEL PARAS CAIRNS RCE! 58838 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY:---! RVVD BY, PROJECT NO. 3883-1 DRAWING NO. xx [L '----------------...1..---------------------·-------------------------------------------------------------------------------------------------------~.J 75% PRELIMINARY SUBMITT Al RESTRIPE YELLOW SC!-IOOL CROSS- WALK---f-.-L-1 I I '(_· .'; /! '.C i w > <( z (.') I I •--X ~-7 ' ' ' REPAINT STOP MARKING "·'·' cc.:,-,,..,,..,,,-,;,,,,,... .... , _,.,-;,:;~,c=M>&,. ••.• i~ . .r:.,:,:_.;_-... r,. -+-c,,-,.,;t,--•~. - Ff3 ;;; 0 "' ~ '~ ~ ;J-1------------------...... ,,. ;:;- ARE H'IORANT MARKER PER SORSD M-19 REPLACE STO.~SIGN W/' DOUBLE ST. N. ME SIGNS BEHIND SIDEWA K I "' I '-J j : •• •-••••-••-•• •-••-•-•••••••-•r •··-~ --•·-••• ·~••~•-···· ' ' L • -, I " , '---1-...\'•,;.••l,ij,' .. ··;,.• -t"' ·,1 , .. ••1r,',,J i'.J' -.... ·:.,. :/ : l .-.....,---, PLAN 1" 20' CCNC ---~---········------·-·· .......... , ··-··-----.... _ ., _. _ ' . - C-ONC CURE \~Z):--SC CUf'<f3 JEFFERSON ELEMENTARY SCHOOL PLAN 1"-20' REPLACE W-17 SIGN BEHIND SIDEWALK ' ' ' - ' \ (0 ..., ,.._ ..., ~ YELLOW CENTERLINE STRIPING (402 LF) (SEE BELOW) i ' ,,:.; / __ i:.i u C::) f:. 1 :J.: ,I /J IK:, CC!\li~ """'::l,-r',,L""J \"""t:l'--:i'o::"..,,._ .. (\f' REPLACE STOP SIGN AND DOUBLE ST NAME SIGN------. REPLACE SCHOOL CROSSING SIGN -··;:,--, f .. i - I 0 .--PAINT RED CURB AND DOUBLE ST NAME YELLOW CENTERLINE STRIPING (402 LF) (SEE ABOl-f") __J 0.. PAINT RED CURB AND DOUBLE ST NAM£ C REPAINT YELLOW SCHOOL CROSSING STRIPING NO TES: 0 SlVP MARKING SHALL BE PER CAL TRANS TRAFFIC DESIGN MANUAL CITY OF CARLSBAD Plannmg Commission Case No. __________ _ "AS-BUil T" P.E. ____ EXP, ___ _ REVIEWED BY, k============="4"" INSPECTOR DATE DATE z 0 -l-o :, a: !-u, z 0 () a: 0 LL l-o z I SH;fT I CITY OF CARLSBAD I SH7EETS I !-----!---+----------------1----+--+----t---l IQ ENGINEERING DEPARlMENT t-------i------;-----------------1-----f---+---+-----1 DESIGNED BY: MPC DATE: __ _ DRAWN BY: JL/MB SCALE: AS SHOWN CHECKED BY: 1RF JOB NO.: 620811.14 ENGINEER OF WORK: STRIPING FOR: JEFFERSON STREET NORTH SIDEWALK PROJECT APPROVED CITY ENGINEER PE EXPIRES DATE "' S 175 Celle Me,gdelene. Suite IOI DWN BY: cj, Enoinimci)A~~~ DATE INITIAL DATE INITIAL DATE INlTIAL CHKD BY: ---PROJECT NO. DRAWING NO. &1 l-=~=~~~----------J---------------------------------------------------------------~M~AR~1A~1s~A~BE~L~P~A;R~As~cA;1R;N~s==~~~~~;':' ~ss~e;38~!E~N~G1;NE~E~R~o;F~w~o;R;K~===R~E~V1:::s:1o~N=D~E=s~c:R~1P:T~1~0:N====~o~TH~E;R~A;P;rR~o~vA;L~~c~1rY~A~PP~R~o~vA~L~~R~v~v1~n~B~v,~==~===3:a:8~3:::::1::::::~~==x~x=~:U ~ 75% PRELIMINARY SUBMITT Al • "' , -0 N ~ -iii 0 N :5- -~ ffi V ;,-.,. :;;--1o D N :;!, N ro :J- 0: ~ 175 C~e l'v1egdelene, Suite 101 Encinitea, CA 92024 (760l 7!53-1120 LO . •· --•M• ••• 1)-•••• c:::::,_x PLAN DRIV£WA Y AT STA. X+XX.XX 1"::10' 4,l' No, 58838 .... 6/30/0 LO N r---n c::::.-y • -------·----~--·----(~ ----------- • , .. • BENCH MARK -JEFFERSON ST. NORTH DESCRIPTION: SPIKE IN THE S/£ CURB RETURN LOCATION: INTERSECTlON OF ADAMS ST. ANO LARKSPUR LANE RECORD FROM: CITY OF CARLSBAD ELEVATION: 92.437 DATUM: CITY OF CARLSBAD DESIGNED BY: MPC DRA'i,?,1 BY: JL/MB CHECKED BY: TRF ENGINEER OF WORK: MARIA ISABEL PARAS CAIRNS DATE: ___ _ SCALE: AS SHOWN JOB NO.: 620811.14 DATE: RCE: 58838 Case No. CITY OF CARLSBAD Planning Commission ---------- "AS-BUILT" P.E. ____ EXP. ___ _ DATE z 0 .... 0 ::, a: .... CJ) :z 0 0 a: 0 LL l-o z -------------------------r-==~-----------1 REVIEWED BY: Exhibit No. -;-GDate ______ _ INSPECTOR DATE r-----t--t-------------+--+---1-----1-----11 SH7EET I CITY OF CARLSBAD I SH7EETS I ENGINEERING DEPARTMENT DETAILS AND EROSION CONTROL JEFFERSON STREET NORTH SIDEWALK PROJECT APPROVED CITY ENGINEER PE EXPIRES DA TE t-;D;;-;A"TE~t-;;IN;;:111"'A_;-L-j-"=-----------------+---:::-:-::::-+-=c---l----1----l ;::;D~W~N~B~Y~: =:_=:_=:_=_=_=:_~l==P:::R=o=J=E=c=T=N=o=.~=;;::::D=R=A,~"N~G~N=:O. DATE INITIAL DATE INITIAL "' REVISION DESCRIPllON CHKD BY: ---1 3883-1 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVw'D BY: XX 75% PRELIMINARY SUBMITTAL r • , CARLSBAD MUNICIPAL WATER DISTRICT NOTES 1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ''cARLSBAD RULES ANO REGULATIONS FOR THE CONSTRUCTION OF POTABLE WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT'; OCTOBER 1993, OR AS AMENDED. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY ANO PROVIDE PROOF OF OSHA NOTIFICATION BEFORE ANY EXCAVATION, ANO SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.O. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.O. OFFICE, ANO MUST BE SIGNED ANO APPROVED BY THE DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELO A MINIMUM OF SEVEN 5. 6. 7. 8. 9. DAYS BEFORE CONSTRUCTION BEGINS. CONTACT THE CITY OF CARLSBAD £NG/NEERING DEPARTMENT [(760) 438-3891] FOR SCHEDULING. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENG/NEERING DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED. TELEPHONE: (760) 438-3891 NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT. ALL EXISTING TREES ANO STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK. ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF THE DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATE FORM OF PROTECTION. THE EXACT HORIZONTAL ANO VERTICAL ALIGNMENT, ANO TYPE OF MATERIALS OF ANY FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE ANO THE BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHALL. ALL RECLA/MEO WATER MAINS ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ''cARLSBAO RECLAMATION RULES ANO REGULATIONS FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT'; OCTOBER 1993, OR AS AMENDED. C.M. W.D. WATER CONSTRUCT/ON NOTES 1. ALL METER BOXES SHALL BE SET FLUSH WITH FINISH GRADE. 2. ALL METER BOXES SHALL BE 12" x 20" x 12" POLYMER CONCRETE AS MANUFACTURED BY ARMOR CAST OR EQUAL, ANO SHALL HAVE TRAFFIC RATED LIDS. 3. CONTRACTOR SHALL AS BUILT THE LOCATION OF ALL EXISTING ANO NEW WATER METERS/LATERALS, ANO SEWER LATERALS ANO CLEANOUTS. 4. CONTRACTOR SHALL STAMP NEW CURB WITH A 3 INCH HIGH 'W" OR ''.S'" AT ALL SEWER {S) ANO WATER (W) LATERAL LOCATIONS. 5. CONTRACTOR SHALL INSTALL SEWER LATERAL CLEANOUTS PER C.M.W.D. STANDARD OWG. 5-7 ON ALL SEWER LATERALS WHERE NO CLEANOUTS PRESENTLY EXIST. SHEET INDEX 1. TITLE SHEET 2. TYPICAL SECTIONS & DETAILS JEFFERSON STREET (SOUTH OF TAMARACK): 3. DEMOLITION PLAN 4. PLAN & PROFILE (1) D£CLARA T!ON 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 ANO PROFESSIONS CODE ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THE CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY ANO DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR TH£ PROJECT DESIGN. FIRM: ___________________ _ ADDRESS: __________________ _ CITY, ST.: __________________ _ TELEPHONE: _________________ _ BY: ____________ DATE: _____ _ R.C.£. NO.: _________________ _ EXPIRATION DATE: _______________ _ C11oR p..N wJ;f CITY OF CARLSBAD CONSTRUCT/ON PLANS FOR SIDEWALK PROGRAM PROJECT NO. 3883-1 ;,..vf. 0 C, ~ :i:. (;) :i:. ~ Cl p.vf- PROJECT SIT£ VICINITY MAP NOT TO SCA!.£ "J ..._, G v\ r 1-.. ~ SHEET INDEX MAP NOT TO SCALE BENCH MARK -PARK DR. BENCH MARK -ADAMS ST, DESCRIPTION: SPIKE IN TOP OF CURB. DESCRIPTION: SPIKE IN THE S/£ CURB RETURN LOCATION: s/w CURB RETURN AT TAMARACK AVE. LOCATION: INTERSECTION OF ADAMS ST. ANO LARKSPUR LANE RECORD FROM: CITY OF CARLSBAD RECORD FROM: CITY OF CARLSBAD ELEVATION: 190.163 CITY OF CARLSBAD ELEVATION: 92.437 CITY OF CARLSBAD BENCH MARK -JEFFERSON ST.(N)&(S) DESIGNED BY: DATE: DESCRIPTION: SPIKE IN THE S/E CURB RETURN DRAWN BY: SCALE: PROJECT MANAGER: JOB NO.: LOCATION: INTC/?SECTION OF ADAMS ST. AND LARKSPUR LANE ENGINEER OF WORK: RECORD FROM: CITY OF CARLSBAD ELEVATION: 92.437 DATUM: CITY OF CARLSBAD DATE: DATE INITIAL ENGINEER OF WORK LEGEND DESCRIPTION STANDARD DRAWING SYMBOL RIGHT OF WAY LINE LOT LINES SAWCUT LINE CUT OR FILL SLOPES (2: 1 MAX) A.C. PAVING {SECTION) AC PAVING & BASE {PLAN} 6" TYPE 't'" CURB & GUTTER PCC SIDEWALK SIDEWALK UNOERDRA/N PEDESTRIAN RAMP PCC CROSS GUTTER (7 1/2 "THICK) TRENCH RESURFACING RESIDENTIAL CONCRETE ORIVEWA Y TYPICAL DETAIL 6" A.C. BERM TYPE 11" MASONRY RETAINING f'MLLS (TYPE PER PLAN) EXISTING MAILBOX EXISTING TREES/BUSHES (DIA, SPECIES, PER PLAN) EXISTING FENCE (MATERIAL PER DEMOLITION PLAN) EXISTING STREET LIGHT EXISTING SEWER MAIN/SEWER ACCESS HOLE EXISTING SEWER LATERAL (SIZE PER DEMOLITION PLAN) EXISTING WATER MAIN (SIZE PER DEMOLITION PLAN) EXISTING GATE ~L~ {SIZE PER DEMOLITION PLAN) EXISTING WATER LATE:?AL {SIZE PER DEMOLITION PLAN) EXISTING FIRE HYDRANT ASSEMBLY EXISTING GAS MAIN ANO VAL VE SDRSD G-2 (/J.O.N.) SORSO G-7 SDRSO 0-27 SDRSD G-27, TYPE ';4" UNLESS OTHERWISE NOTED SORSO G-12 SORSD G-25, TYPE "O" SORSD G-14A, C.C. MOD. SORSD G-5 CMWD S-1 CMWO S-7 CMWO W-16 CMWD W-3 CMWO W-12 yy_y FZIZZZZZJ --b-..·.~ Kxxxxxxx;J DETAIL -----ffi PLAN SHEET NO.~ .... .... .... 0 MB 0 -x--x- ' I , 0---10- / I ' -s---0- ---o----s --w--- ---0---- --@ -®---f -Q)-HPG- EXISTING TRAFFIC SIGNS (TYPE AS NOTED PER DEMOLITION PLAN) EXISTING SPRINKLER HEADS 0 0---0 EXISTING POWER/TELEPHONE POLE (AS NOTED) -0- ----. ··-- CITY OF C:',rL~~:L~\:) I "AS BUILT" Planning Commi~'.-Wil \1 ,I " ----------------------.. _ -----------. ii i! Case No. \1,cE EXP. DATE -------------------------- Exhibit No. Jf Date ~EVIEWED BY: ENGINEER DATE I SH~ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT GRADING AND IMPROVEMENT PLANS FOR: SIDEWALK PROGRAM JEFFERSON STREET SOUTH BETWEEN TAMARACK AVE. AND CHINQUAPIN AVE. APPROVED WILLIAM PLUMMER --PE 28176 EXPIRES J-31-02 DEPUTY CITY ENGINEER DATE DWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL REVISION DESCRIPTION CHKO BY: 3883-1 OTHER APPROVAL CITY APPROVAL RVWD BY: 401-7A C.M.W.D. 98-610 , • , , Ci) 60' 10' 20' 20' 10' {16.5') ~ ll;: 5.5' S/W ,... 1 VARIES ~ -'--TYP. EACH SID£ ( ' ) 2.5' ~ I 1 MIN. I (TYP) : -s_ [:):\I f.-: s_ r:i:: Cl:j I "' vi ~ I Cl:: f..; ~ I~ ~ ::51 f..; ~ ~ I..__ \ii >-.I ~ GS t...J I~ ~ ~I GS tJ J:!:: [ 3::J (E.G. (TYP) --j:---?~k,.:cc sft / OJ\ 6" TYPE "C" CURB 4" A.C. PAVEMENT_ & CUTTER (TYP.) 6" CLASS 2 A.B. TYP. SECTION -JEFFERSON STREET (NORTH) NOT TO SCALE ST,4, 1+54.03 TO STA. 8+37.09 (LEFT SHOULDER) AND STA. 2+19.02 70 STA. 3+19.25 (RIGHT SHOULDER) 10' EXIST. ROLLED CURB --.._ TO BE DEMOLISHED I'-, & REMOVED (TYP) I\ 4" A.C. PAVEMENT 6" CLASS 2 A.B. 20· 5 r.;' ~~- (TYP) 60' I 5.0' I (TYP) I ' ' 20' 5.5' (TYP) 2.5' I (TYP) I I ~I __, I ~I ~I "i I ---I -. 10' -EXIST. 6" TYPE 'l:;'" CURB & CUTTER/A. C. BERM TO BE DEMOLISHED, REMOVED & REPLACED /ii\ f £.C. (TYP) ---~=, 4" PCC S/W 6" TYPE 'l:;'" CURB & CUTTER (TYP.) CD 0 @ 0 0 3" MIN. DIA. IRON PIPE WITH SMOOTH FINISH. CORE SIDEWALK & BACKFILL WITH P.C.C., EPOXY, OR AS APPROVED BY CITY ENC/NEER/INSPECTOR. BACKFILL AROUND PIPE SHALL BE P.C.C., ROCK, OR CEMENT MORl4R (2: 1 MIX). 5' MIN. SETBACK REQUIRED FROM MAILBOX TO ALL DR!VEWA YS, STREET LIGHTS, METER BOXES, CATI!, ELECTRIC. T£L£PHON£ VAULTS/MANHOLES, HAND HOLES, POLES AND PEDESTALS. CONTRACTOR SHALL MAINTAIN MAIL SERVICE THROUGHOUT ALL PHASES OF CONSTRUCT/ON. 8" 2' (TYP.) (TYP.) 1, (TYP.) F'\ TYP. SECTION -MAILBOX RELOCATION 2) NOT TO SCALE -MAINTAIN GUTTER GRADE CB TYP. SECTION -JEFFERSON STREET (SOUTH) NOT TO SCALE STA. 1+54.99 TO 3+23.59 AND 4+34.35 TO 8+61.47 (LEFT SHOULDER) STA. 1+39.79 TO STA. 4+93.89 (RIGHT SHOULDER) " CONTRACTOR SHALL CONSTRUCT A MINIMUM TRANSITION LENGTH OF 5' TO TH£ NEAREST ROLLED CURB CONSTRUCTION JOINT ff_ VARIES If jf---------------------'-'-'-"'=---------------------il RELOCATE EXIST. FIR£ 1::7 HYDRANT PER C.M.W.D. I NO. 12 10' . i tJ 5.5' ~ RELOCATE OR ADJUST TO I 5.5' C\l GRAD£ EXIST. WATER METER tJ I I~ //PER PLAN ~ 18 I I .,...---lo/ / -PROPOSED CURB, CUTTER, SIDEWALK~:--.. ~ / V f 'l AND STREET WIDENING ~~ ~I A 7:U--,,L-4-. -.• :--._J. / EX. STR£b SECTION ---------_ ~ ~ ..•.. ' ~ ', ~ ·~· •vy ·v-11////////////////V///////////////////, n ·... 11 ~ l7 / J I /j/ !/ / ./ / . _A I ~ -11 '\ VALVE BOX j I -I I I ' 'I '-..._ ~ I 11 ~ "i '--.... ~ I ~ 3/4 ,:.1 ~ WATE;-T ------~ ~ = = =~-±+==:Jl:.'1/ r-=::_ "\ / : l SERVICE WATER MAIN -llz:T FIR£ HYDRANT _ SERVICE y ---tr~ RELOCATE OR ADJUST TO GRADE "'I\ TO EXIST. SEWER LATERAL AND --........_ CLEANOUT PER C.M.W.D. S-7 '--._ EXIST. SEWER MAIN SEWER NOTES HEREON, AND · PER PLAN H TYPICAL SECTION ~ SEWER/WATER RELOCATION 2 NOT TO SCALE DESIGNED BY: __ DATE: __ _ DRAWN BY: ___ _ SCALE: __ _ PROJECT MANAGER: __ JOB NO.: __ _ ENGINEER OF WORK: DATE: TRANSITION FROM ROLLED CURB TO ffi TYPE "G" CURB & GUTTER NOT TO SCALE CITY OF CARLSBAD Planning Commissmn "AS BUILT" I -------------I ------~---------------- Case No. ________________ \\R_C_E _____ EX_P_. ====~- -,,< REVIEWED BY: Exhibit No . ......:k:-Datc,_____ I DATE DATE fsHm7 CITY OF CARLSBAD I SHE3ETS I 1---+--+----------------r----t----t---t----i LLl PUBLIC WORKS DEPARTMENT 1-----+--+---------------r---+----t---t----i DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION GRADING AND IMPROVEMENT PLANS FOR: SIDEWALK PROGRAM JEFFERSON STREET SOUTH BETWEEN TAMARACK AVE. AND CHINQUAPIN AVE. APPROVED WILLIAM PLUMMER PE 28176 EXPIRES 3-31-02 DEPUTY CITY ENGINEER DA TE OWN BY: ---1 PROJECT NO. I DRAWING NO. DA TE INITIAL DA 1E INITIAL KD B 1----~--1----~----< CH Y: 3886-1 401-7 A OTHER APPROVAL CITY APPROVAL i.:.R.:...:V..:.:W.=:_D_,8'-'Y.:..:: ===-_______ _ C.M.W.D. 98-610 ( I , (j <:::i !:) IS . £. P. 0 £''!~ T. lR011W --r--t---i--- , /, ✓F (j ... / I'\ I ,. ' ,, ;u, B Ni G 1n R rn 'P. J (j ........ :-V I - ii'; ,-: { "' ~ "' " t.,, J -, Ti 'P DF 6" Tr "E 'l,' ~ ':?,?? "i ~ ~ t;; ! ~ ".;: '! ( CIR. AVD GU•(£,> rrl) Sl p; _, ',.. I-........ i----+--1----I---f---~ f--1------J---,...._ t---1----- r--r--1-I-•r---1--j,, -f--I-I--- ---r-r---+---1-r---- w L, 50 70 j r < I •• • • • i•• • •• • • \ ,,.., ~/ •,-.• 1" n l/1 }, II .411~) ... I c, J:,i I ~ ' o-; o-; c:, ,.__ t.. 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I/ 'I-1/- S 'AL : " i, , 0' H) 1" , 4 (1 206-041-14 I 206-041-15 206-041-16 206-041-17 JEFFERSON STREET SOUTH r--.,_ -f--I -r-. t--- (j 0. '.2). 'I-'l • I I 206-041-18 DESIGNED BY -r---1-~ ---- ~ r 206-041-19 --' / u_ A rn' . V) ..... " . LI'.) GU. , 1/T~, Urr,v ., I CONSTRUCTION NOTES: (}) 0 0 RECONSTRUCT 'P.C.C. DRIVEWAYS PER SAN DIEGO REGIONAL STANDARD DRAWING (S.D.R.S.D.} G-14 AND MAKE SMOOTH TRANSITION TO MATCH EXIST. RELOCATE FIRE HYDRANT (F.H.} RELOCATE EXIST. FENCE TO PRO'PERTY LINE. 0 CONSTRUCT 10' TY'PE "G" CURB AND GUTTER TRANSITION TO ROLLED CURB PER DETAiL (D . TRANSITION TO MATCH EXIST. ROLLED CURB AT NEAREST CONSTRUCTION JOINT @ RELOCATE EXIST. MAILBOX 'PER DETAIL ffi. @ CONSTRUCT MAILBOX 'PER DETAIL ffi . 0 RELOCATE EXIST. TRAFFIC SIGNAL 'POLE. REFER TO CITY DWG. NO. 321-6 FOR LAYOUT. @ CONTRACTOR SHALL ADJUST EXIST. TRAFFIC SIGNAL 'PULL BOX TO FINISH GRADE. 0 FURNISH, INSTALL AND CAP 2-2" SCHEDULE 40 P. V.C. IRRIGATION SLEEVES. TYPICAL CONSTRUCTION NOTES: []] 0 SHOW ALL EXISTING/'PROPOSED SEWER/WATER LATERAL LOCATIONS WITH A 3 INCH ''.5'' OR "W" STAM'PED ON FACE OF NEW CURB. RELOCATE WATER METER BOX BEHIND 5/W 'PER CMWD STD. DWG. W-3. CONTRACTOR SHALL INSTALL SEWER LATERAL CLEANOUTS 'PER CMWD 5-7 AT R.O.W. ON ALL SEWER LATERALS WHERE NO CLEANOUTS 'PRESENTl Y EXIST. ALL EXISTING SEWER CLEANOUTS NOT SHOWN ON IMPROVEMENT 'PLANS THAT MAY CONFLICT WITH 5/W CONSTRUCT/ON SHALL BE RELOCATED TO BACK SIDE OF s/w AND ADJUSTED TO GRADE 'PER CMWD STD DWG 5-7. FOR SEWER CLEANOUTS LOCATED IN ORIVEWAY APPROACHES, CONTRACTOR SHALL 'PROVIDE FOR TRAFFIC RATED CAST IRON LIDS (TY'P}. ADJUST EXIST. C.M.W.D. WATER METER BOX TO FINISH GRADE. FURNISH AND INSTALL TRAFFIC RATED LID. DISTRICT FILE NO. - CITY OF CARLSBAD "AS BUILT" EXP. ___ _ Case No. _________ _ -------------- -E~:i:i~~o---J--~ate, _____ _ /,ENGINEER · REVIEWED BY: DATE DATE CHECKED BY I SH3EET I CITY OF CARLSBAD l----------t----t--7-----------------t---t--,--,---i PUBLIC WORKS DEPARTMENT 1------,f----t-------------------J---+--+---+----I DRAWN BY SCALE DATE DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING AND IMPROVEMENT PLANS FOR: SIDEWALK PROGRAM JEFFERSON STREET SOUTH BETWEEN TAMARACK AVE. AND CHINQUAPIN AVE. APPROVED PE 28176 EXPIRES 3-31-02 OWN BY: __ _ CHKD BY: __ _ RVWD BY: WILLIAM 'PLUMMER DEPUTY CITY ENGINEER DATE PROJECT NO. 3883-1 I DRAWING NO. 401-7A C.M. W.D. 98-610