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Home My WebLink AboutDWG 416-7; 3679; SEACREST DRIVE; 01-04AUTILITY CONTACT$ THE CONTRACTOR SI-IALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION JIEAR THEIR FACILITIES AND SI-IALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UTILITY CQPANY l1'0ERGROUND SERVICE ALERT CDITACT SOO&E (GAS) THERESA Mc CARRON SDG&E (ELEC) ANGELA WILSON PACIFIC BELL ANDREW GUTIERREZ ATtT STEVE GARNER ADELPHIA CABLE JOE MORGAN PHIK H!ffP 1-800-422-4133 (619)547-2020 (619)654-8686 (619)574-3777 (858)812-0070 CITY OF CARLSBAD (STREETS AND STORM DRAIN) (760)434-2980 CITY OF CARLSBAD (SEWER,WATER t RECLAIMED WATER) (760)602-2720 CMWD CITY OF CARLSBAD (760)438-3891 ENGINEERING INSPECTOR IMPROVEMENT PLANS FOR SEACREST DRIVE PROJECT NO. 3679 78 SITE CITY OF OCEANSIDE SITE CITY CWCJL CLALOE A. "BUD" LEWIS -MAYOR RAMONA FINNILA -MAYOR PROTEM ANN J. KULCHIN -COUNCIL MEt.BER MATT HALL -COUNCIL MEMBER MARK PACKARD -COUNCIL MEMBER RAYMON) R. PATCHETT -CITY MANAGER GLENN PRUIM -DEPUTY PUBLIC WORKS DIRECTOR WILLIAM E. PLUMMER -DEPUTY CITY ENGINEER FOR DESIGN _ ...... ~78 ~=--"'--------r-rc1TY OF VISTA 9c-O~ ~-\LI CITY OF SAN MARCOS PACIFIC OCEAN 111,J NOT TO 1"'!'111 SCALE l LOCATION MAP CITY OF ENCINITAS VICINITY MAP sruu: Of TOP008APHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY ~THODS FROM INFORMATION GATHERED ON OCTOBER, 2003 BY RBF CONSULTING. BASIS Of BEARINGS THE BEARING OF Tl£ EASTERLY LINE OF THUM LANDS SHOWN AS N23"33'W ON MAP N0.1681 WAS USED AS Tl£ BASIS OF BEARINGS FOR THIS MAP. BENCH MARK TOP OF FIRE HYDRANT, NE ~R OF BASSWOOD AND VALLEY, ELEV. 16B.57' SOURCE: SEACREST ESTATES ll'JIT NO. 1, CARLSBAD IMPROVEMENT PLAN 116-10. •tECI WJ!ctl Of BfSPONS!BI E Q-IABGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJ::CT AS DEFINED IN SECTION 6703 OF THE BUSINESS AN) PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STAN)ARDS. I UNDERSTAN) 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 AVENIDA ENCINAS. SUITE 260 CITY, ST: CARLSBAD. CA 92008 TELEPHO!\£: (760) 476-9193 BY: _ _:£.,u,.·~;l,;-Y:.~~·-~r::::;-;;.......,,..------DATE: 5/"(/oi TIMOTHY M. THIELE t INDEX OF DRAWINGS SHEET NO 1 DESCRIPTION TITLE SHEET 2 3-4 TYPICAL SECTION AN) DETAIL Sl£ET IMPROVEMENT SHEETS REFERENCE DRAWINGS STREET lt.f'ROVEMENTS OF SEACREST DRIVE SEACREST ESTATES UNIT 1 FINAL MAP 116-10 3906 ABBREVIATION <I: PT AB ABAN AC BC BVC CtG CB ~ CMWD CONC CONST DIP DOC DWG EC ELEC ELEV EP EVC EXIST FH I[ FG GB HORIZ HP LT MAX MIN MSL DESCRIPTION RIGHT OF WAY PROPERTY LINE CENTERLINE LOT# t ADDRESS# ROLLED (MOD. ) MB t GUTTER Bio-BARRIER CONCRETE DRIVEWAY OVERLAY EXISTING AC REMOVE t REPLACE AC 2" GRIND AND OVERLAY CONCRETE EXISTING STORM DRAIN EXISTING WATER LINE EXISTING SEWER LINE EXISTING GAS LINE EXISTING SEWER LATERAL EXISTING VALVE CAN EXISTING SIGN EXISTING WATER METER EXISTING SEWER MANHOLE EXISTING STREET LIGHT EXISTING MAIL BOX EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING TREE LEGEND DWG.NO. SDRSO G-4(MOD.) ABBREVIATIONS MEANll:§ ANGLE POINT AGGREGATE BASE ABAr-DONED ASPHALT CONCRETE BEGIN CURVE BEGIN VERTICAL ClRVE CURB AND GUTTER CURB CENTER LINE CARLSBAD Mll'JICIPAL WATER DISTRICT CONCRETE CONSTRUCT! ON DUCTILE IRON PIPE DOCUMENT DRAWING END CURVE ELECTRICAL ELEVATION EDGE OF PAVEMENT END VERTICAL CURVE EXISTING FIRE HYDRANT FLOW LINE FINISHED GRADE GRADE BREAK HORIZONTAL HIGH POINT LEFT MAXIMUM MINIMUM MEAN SEA LEVEL ABBREVIATION MON NO oc D.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 SYt.Bl., --R/Wr-----R/W- --ff. - - --If.-- --~-----~,-- 15 (3345) --o--o 0 ---so- Or-- -so---- ---w,------Wvt-- ---s;------s-- --G---- (Sl1--- [M] ® :¢ ~ • pp tr MEANING MOIU.£NT NLU3ER 0 ON CENTER OFFICIAL RECORDS PORTLAND CEMENT CONCRETE OR POINT OF COMPOUND CURVE POINT OF CURB RETURN PEDESTRIAN POINT OF REVERSE CURVE POINT OF VERTICAL INrrlc,ERSE,.,.,.CTION PAVEMENT RIGHT OF WAY REGl~IERED CIVIL ENGINEER REINFORCED CONCRETE PIPE REQUIRED RETAIN[,..; RECORD OF SURVEY RIGHT SAN DIEGO REGIONAL STANDARD DRAWINGS SIDEWALK STATION STAN)ARD STEEL TOP OF FOOTING TOP OF WALL TYPICAL VERTICAL Cl.RYE VERTICAL RCE NO: __ ~C~6~0=28=3~-------- REGISTRATION EXPIRATION DATE:_0~6--3~0~-0~4~-~ CITY OF CARLSBAD I SH4EETS I f-----l---t----------------t----+--+-----1-----1 L_J_j ENGINEERING DEPARTMENT 1---------1---+-------------------;----i---------1---t CONSULTING PLANNIN[I ■ CE!llltllN ■ CON!BTRUCTION 5050 A VENIDA ENCINAS, SUITE 2t!O CARLSBAD, CALIFORNIA 92008-4386 760.476.9193 • FAX 760.476.9198 • www.RBF.com RECORD DRAWINGS P,E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE I MPROVEMENT PLANS FOR: SEACREST DRIVE f-----l---t----------------t----+--+-----1-----1 APPROVED B'( W~i~. Plummer DEPUTY CITY ENGINEER u/44. ~ ~. 4-9~04 DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RCE 28176 EXPIRES 03-31-06 DATE OWN BY: JH CHKD BY: TT RVWD BY: TT PROJECT NO. 3679 I DRAWING NO. 416-7 ~ .c ~ N "' "' ; ' .. 0 ' :g i' "' 0 • ~ .... 0 N .,. ~ > d ~ / 8 "' u 1--l Cl / .... 0 0 N .a;.. 0 '"""I '° ... ~ N / 0-1 -< >-I "' Ir -...J .,. :!' -~ z - PROPOS ~ < 8 25 i 8 ~ in --0 lit.ET TO REMAIN r;S INLET TO REMAIN --,:t, ~ PROTECT IN PLACE\ /PROTECT IN PLACE TC (282.24) TC (282.24) ED TYPE G-4 -I MODIFIED ClcG (2B2.24) -. (281.98) (281.85) (281.93) (281.87) .. . .. " ____ ··-· 0.4B:C •• ~ •• -YA IES . ' . • •• -I[_ -----_ (281..:_43) .. (281-~)-------l .. ·. ... · .... ' ~ ~ 8 i ~ 0 + I-"' ~ -(282.26) (282.04) • I{) . st V RlES PROPOSED TYPE G-4 MODIFIED ClcG 1.431 - TOP OF CURB LIP r( GUTTER • VARIES SDRSD G-4(MOD.) CU'lB I! GUTTER 50' 25' 25' 4" AC (2" C2-AR-4000 ON 2" B-AR-4000) I 4.01 TO 6.0% . . ' , 0 0 0 0 0 0 ... RECOLPACT EX. SUBGRADE(95:C) ADD/REMOVE AB AS NECESSARY TO ACHIEVE DESIGN GRADES ED SEACREST DRIVE TYPICAL SECTION NTS SDRSD G-4(MOD.) CURB lie GUTTER 1·-o· VARIES 15' TRANSITION FROM 9 LF OF EXIST. -1 I 9 LF OF EXIST . 5' TRANSITION FROM I EX I ST. a.JRB TO PROPOSED TYPE G-4 MOO. • CURB TO REMAIN. CURB TO REMAIN. I EXIST. CURB TO PROPOSED TYPE G-4 MOD. r( GUTTER LIP 4" 4" 22· I ED TYPE 'H' CURB TRANSITION NTS ~ -in - ~i-~REMO=~V~E=5~'-=0F--:-:"E=X~-~S~~~L~E=/=DI~T=C=H-:-::---t~ o REPLACE WITH NEW CONCRETE SWALE. o i SEE 8-8 SECTION FOR DETAIL. ~ TOP OF MATCH EXISTING a.. -...J CONCRETE SWALE -------~~~~l~VVJA~R~IE~S~~=~-r(~-~~~-~~~j~;-~~~--~-~~/~t.-·: .. ~.~--~-~~------~ .. _ ... ,,,-.. -. ED . ._.. - LEVEL GRADE A-A SECTION NTS . ~ VARIES :c _,,, i---------------lu ..-- 8-8 SECTION NTS i / / .,-\_EXIST. 3" 470-C-2000 CONCRETE REPLACEMENT OF SWALE/DITCH NTS ENGINEER OF WORK GROUND --r( .-4 --a-; rr j. r/,,11/ ~"t~tAIELE. R.c.E. cso~i1J1it EXP. 06/30/04 2" OVERLAY 2" OVERLAY EXIST. AC DEPTH VARIES 5' EDGE GRIND NTS 2' GRIND 2· WIDTH VARIES, SEE PLANS 111;:W il,C . . . . . . . ····AT DIG· OUT· AREA·· . . . . . ......... . 4 " .. REMOVAL DETAL AT TION EDGE ED NTS 2• GRINDING AND OVERLAY DETAILS CONSULTING NTS .. LANNINal ■ DESIGIN ■ CCNIITRUCTICN 5050 A VE NIDA ENCINAS. SUITE 260 CARLSBAD. CALIFORNIA 92008-4386 760.476.9193 • FAX 760.476.9198 • wwwRBF.com \ \ CROWN_/\ HINGE LINE \\ \ \ EXIST. DRAIN GRATE TO REMAIN PROTECT IN PLACE PROPOSED SDRSD G-4 (MOD.) CURB I! GUTTER 0.56% - 9•-2· 25'-2" -0.48% (I) 10' CflOS8-GUT1ER PER SDflSD 0-13 2 NTS 6.75" RECOMPACTED 36" EX. SUBGRADE(951) CD SDRSD Q-4 CURB (MODIRED) BARRIER TOP EDGE 1" BELOW SOIL, 6" OFFSET BEHIND CURB ROLLED ClcG Bio-BARRIER (30"DEPTH) OR APPROVED EQUAL PER PLAN CUT BARRIER TO ACCOMMODATE EX. UTILITIES CD NTS EXIST. TREE EXIST GROUND BIO-BARRIER INSTALLATION NTS ~ CITY OF CARLSBAD I SH4EETS I l------4---+----------------1------+--+---4---I L_.l.._j ENGINEERING DEPARTMENT >------+---+----------------1-----+---+-----+---1 IMPROVEMENT PLANS FOR: RECORD DRAWINGS SEACREST DRIVE APPROVED BY Willia'::?; Plummer DEPUTY CITY ENGINEER P.E. ___ EXP. ___ DA TE 1-----+-----+--------------+----+----+--+-----1 ~? • t, 'bf&•· (,-9-0,,. t-;::~:::::;:::::-;:::-;-------------,. __ -i---J----------------J----l-----1--+--J f<CE 28176 EXPIRES 03-31-06 DA TE REVIEWED BY: INSPECTOR DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: JH PROJECT NO. I DRAWING NO. CHKD BY: TT 3679 416-7 RVWD BY: TT DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL C 0 -" ~ " ., <ii ., 0 '-. :3 ..._ "' 0 i' " N 0 " ~ ~ 0 N / > ~ d / N ~ ~ " ~ ./ " .. 0 N """ 0 ~ "' 0-, N ./ I -< -...J c--< Ii' ./ :,: w w V, I 12 ROLLED CURB & GUTTER NOTES: D DELTA/BRG RADIUS LENGTH REMARK 1 !',= 112°33 19" 30.00' 58.93" G-4 MOD. 1. PROPERTY LINE AND RIGHT OF WAY INFOOMATION PER MAP NO. 3906 NOT VERIFIED. 2. CURB AND CENTER LINES ADJUSTED FROM RECORD PLANS TO MATCH AS-BUILT CONDITIONS. 3 /',= 52•05•03•• 30.oo· 32.51' G-4 MOD. 4 N23•33•oo··w --151.10· G-4 MOD. CENTERLINE DATA 5 N23°33'00"W --64.02' G-4 MOD. 0 DELTA/BRG I RADIUS I LENGTH REMARK 20 0 20 40 60 ~I -~1----1~ __ 1--1 GRAPHIC SCALE EXIST. TREE TO REMAIN/PROTECT IN PLACE, ROOTS TO BE TRIMMED/REMOVED PER SPECIFICATIONS AND/OR DIRECTION BY CITY REPRESENTATIVE. EXISTING DRIVEWAY . ADJUST VALVE/MANHOLE TO FINISH GRADE . EXIST. WATER METERS, SEWER LATERALS, FIRE HYDRANTS, POWER POLE, AND STREET SIGNS PROTECT IN PLACE . EXIST. 18" CMP STORM DRAIN PIPE TO REMAIN, MAIL BOXES , PROTECT IN PLACE. EXIST. AC TO BE REMOVED WITH CAUTION TO AVOID DAMAGE TO EXIST. TREE ROOTS AND EXIST. UTILITIES, TYPICAL FOO ENTIRE PROJECT . REMOVE EXISTING CROSS GUTTER & CONSTRUCT NEW 8' CROSS GUTTER AT 13+00.00 PER DETAIL 'E' ON SHEET 2. EXIST. CURB INLET TO REMAIN PER DETAIL 'D' ON SHEET 2, PROTECT IN PLACE . RIGHT OF WAY & LOT LINES PER SEACREST ESTATES UNIT 1 FINAL MAP NO.~ -(NOT FIELD VERIFIED) LIMITS OF CONSTRUCTION\MATCH EXISTING GRADES . EXIST. 8" PVC SEWER PROTECT IN PLACE . CONSTRUCT ROLLED CURB & GUTTER PER DETAIL 'B' ON SHEET 2. EXIST. ROLLED C&G TO REMAIN. INSTALL BIO-BARRIER PER DETAIL 'c' ON SHEET 2. PROTECT EXIST . DRIVEWAY . PROVIDE SMOOTH TRANSITION FROM PROPOSED GUTTER TO EXIST . GRADES AT TC. DRIVEWAY SAWCUT & REMOVE EXIST. CONCRETE DRIVEWAY AT CONC . JOINT LINE PER PLAN . CONSTRUCT NEW CONCRETE DRIVEWAY & PROVIDE SMOOTH TRANSITION FROM PROPOSED ROLLED C&G TO EXIST. GRADES AT REMOVAL LINE. PROTECT EX. CONCRETE PAD. REMOVE & REPLACE 5' OF EXIST. BRICK/CONCRETE DRAINAGE SWALE/DITCH. CONSTRUCT NEW DRAINAGE SWALE/DITCH TO MATCH~ OF GUTTER PER DETAIL 'F ' ON SHEET 2. REMOVE & REPLACE 5'x5' CONCRETE WALK PAD. 2" GRIND OF EXISTING A.C. FOR OVERLAY AT EDGE OF CONSTRUCTION PER DETAIL 'G' ON SHEET 2. SAWCUT AS NEEDED FOR NEW CURB AT EAST SIDE . WIDTH VARIES, SEE PLANS. 4" DIG OUT , REMOVAL OF 4" OF AC AND/OR BASE, REMOVAL OF TREE ROOTS RECOMPACT EXIST. SUBGRADE(95%). AND BASE PAVE WITH 2" B-AR-4000 . 2" AC OVERLAY. 12" WHITE THERMO LIMIT Llt-E: AND "STOP" THERMO PAVEMENT LEGEND PER CALTRANS STANDARD PLAN A24D . l----+-------1------------+---+---+----+-------1l sH3EET I CITY OF CARLSBAD I SH4EETS I ~::::::::::::::''..'::::==::'E=N::::Gl::::N::':EE=:R::::I N::::G:::::::'D:=E::::P=A::::R T=M::::E:::N::::T==='-'===~ 6 N23"33'00"W --148.98 G-4 MOD. 1 N23"33'00"W I --I 460.00' le * CONSTRUCT SDRSD G-4(MOD,) C&G PER DETAIL '8' ON SHEET 2, ;::::::::::::::::::=::::::::::::::::::::::::::::===::::::::::::::::::::::::::::::::==:::::===-----r-------------------11-----_ -_-_-_ti---_-_-_ -_t+--_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_-_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_-_-_ti---_-_-_-_ I-+---_-_-_ -11---_ -_ -_ -_ i+---_ -_ -_ i--l RECORD DRAWINGS IMPROVEMENT PLANS FOR: SEACREST DRIVE ENGINEER OF WORK ~r~C.E. C602~~fu'# EXP. 06/30/04 ■ ■ ■ CONSULTING PLANNING ■ DESIGN ■ i:;:□NSTRUCTION 5050 AVENIDA E'NCINAS. SUITE 260 CARLSBAD, CALlfOANIA 92008-4386 760.476.9193 • FAX 760.476.9198 • www.RBF.com P.E. __ _ DATE APPROVED BY Wil~!-Plumme r DEPUTY CITY ENGINEER 1-----+---+---------------+---+---+----,f------t ~iv . .c ~ l {;-9~ o+ t";::-;::::;:;;;;:;::--;:::-;-------------4-__ -I----J-------------------I----I----J-----J------I RCE 28176 EXPIRES 03-31-06 DA TE REVIEWED BY: INSPEC TOR DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: JH I PROJECT NO. I DRAWING NO. CHKD BY TT 3679 416 7 f-0-TH_ER_A~P-PR_O_V_A_L -+--C-IT_Y_A~PP_R_O_V_A_L.., ~R_V_W~D~B~Y~:~T_T_~ ~---------~ - DATE INITIAL DATE INITIAL C 0 r oi .. 0 ..__ .. 0 ..__ u; 0 i " ~ " 0 N / > -" 0 / 0 0 -< u / " 0 N 0 u; N / -< >--< Ir / ± 090204 CENTERLINE DATA □ 2 DELTA/BRG RADIUS LENGTH N23°33'00"W --177.49' to.= 43•00·02" 260.00' 195.13' REMARK Ii: Ii: 3 N66' 33' OO"W --110. 00 ROLLED CURB & GUTTER DELTA/BRG RADIUS LENGTH REMARK 1 N23° 33 OO"W --177.49 G-4 MOD . 2 to.= 43°00'02"' 242.83' 182.25 G-4 MOD. 3 N66 33 oo··w --110.00 G-4 MOD . 4 N66'33 oo··w --80 .20 G-4 MOD . 5 to.= 31'35'55' 277. 17· 152.94" G-4 MOD. 6 N23·33 oo·w --177.49" G-4 MOD . 20 0 ,____,I~ 2) 16 20 40 60 1~-~I GRAPHIC SCALE * CONSTRUCT SDRSD G-4 (MOD.) CkG PER DETAIL 'B' ON SHEET 2. ENGINEER OF WORK --,--i,,,,A,,? --u~ 5'/J!r TIMOTHY M. THIELE, R.C.E. C60283 0 E EXP . 06/30/04 ■ ■ ■ CONSULTING PLANNING ■ DESIGN ■ CONSTRUCTION 5050 AVENIDA EcNCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008-4386 760 476.9193 • FAX 760.476.9198 • www.RBF.com RECORD DRAWINGS P.E. ___ _ EXP. ____ _ DATE REVIEWED BY: INSPECTOR DATE (3441) 10 CD ® ® 0 ® ® @ @ @ @ @ @ @ NOTES: EXIST. TREE TO REMAIN/PROTECT IN PLACE, ROOTS TO BE TRIMMED/REMOVED PER SPECIFICATIONS AND/OR DIRECTION BY CITY REPRESENTATIVE. EXISTING DRIVEWAY. ADJUST VALVE/MANHOLE TO FINISH GRADE. EXIST. WATER METERS, SEWER LATERALS, FIRE HYDRANTS, POWER POLE, AND STREET SIGNS PROTECT IN PLACE. EXIST. 18" CMP STORM DRAIN PIPE TO REMAIN, MAIL BOXES, PROTECT IN PLACE. EXIST. AC TO BE REMOVED WITH CAUTION TO AVOID DAMAGE TO EXIST. TREE ROOTS AND EXIST. UTILITIES, TYPICAL FOR ENTIRE PROJECT. REMOVE EXISTING CROSS GUTTER k CONSTRUCT NEW 8' CROSS GUTTER AT 13+00.00 PER DETAIL 'E' ON SHEET 2. EXIST. CURB INLET TO REMAIN PER DETAIL 'D' ON SHEET 2, PROTECT IN PLACE. RIGHT OF WAY k LOT LINES PER SEACREST ESTATES UNIT 1 FINAL MAP N0.3906 -(NOT FIELD VERIFIED) LIMITS OF CONSTRUCTION\MATCH EXISTING GRADES. EXIST. 8" PVC SEWER PROTECT IN PLACE. CONSTRUCT ROLLED CURB & GUTTER PER DETAIL 'B' ON SHEET 2. EXIST. ROLLED CkG TO REMAIN. INSTALL BIO-BARRIER PER DETAIL 'C' ON SHEET 2. PROTECT EXIST. DRIVEWAY. PROVIDE SMOOTH TRANSITION FROM PROPOSED GUTTER TO EXIST. GRADES AT TC . DRIVEWAY SAWCUT k REMOVE EXIST. CONCRETE DRIVEWAY AT CONC. JOINT LINE PER PLAN. CONSTRUCT NEW CONCRETE DRIVEWAY & PROVIDE SMOOTH TRANSITION FROM PROPOSED ROLLED CkG TO EXIST. GRADES AT REMOVAL LINE. PROTECT EX. CONCRETE PAD. REMOVE k REPLACE 5' OF EXIST. BRICK/CONCRETE DRAINAGE SWALE/DITCH . CONSTRUCT NEW DRAINAGE SWALE/DITCH TO MATCH i OF GUTTER PER DETAIL 'F' ON SHEET 2. REMOVE & REPLACE 5'x5' CONCRETE WALK PAD. 2" GRIND OF EXISTING A.C. FOR OVERLAY AT EDGE OF CONSTRUCTION PER DETAIL 'G' ON SHEET 2. SAWCUT AS NEEDED FOR NEW CURB AT EAST SIDE. WIDTH VARIES, SEE PLANS. 4" DIG OUT, REMOVAL OF 4" OF AC AND/OR BASE, REMOVAL OF TREE ROOTS RECOMPACT EXIST . SUBGRADE(95%), AND BASE PAVE WITH 2" B-AR-4000. 2" OVERLAY. 1. PROPERTY LINE AND RIGHT OF WAY INFORMATION PER MAP N0.3906 NOT VERIFIED. 2. CURB AND CENTER LINES ADJUSTED FROM RECORD PLANS TO MATCH AS-BUILT CONDITIONS. l---l----+------------+--+-----,l----+----II SH4EE T I CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: SEACREST DRIVE APPRqVE_9., B~ Wi~a~ ;1u0mmer DEPUTY CITY ENGINEER 1----+---+--------------------+----+---+---,-----1 4d,zcs ~ ~• ,, ,, ~ ~-9-04 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL RCE 28176 EXPIRES 03-31-06 DATE DWN BY: JH CHKD BY: TT RVWD BY: TT PROJECT NO. 3679 I DRAWING NO. _ 416-7 C 0 L E Ji "' ro I 090204 1 11 1 I -280 1 t . ' . I . --j- I t t ;-+-t--+--~t--+- ,_____,_ 1 ' t +-- i I +--r I >-i I I ' f I ' i I ; i r . t , T -T I t ' r , r ' ' + , I T - I I r + ' t I I r t ! 1 ' L i I . I I 1 r r t + I I i I f + I 1 t ' ' t- + I + r- - ' ' I ' I I ' I J ' ' ~~ i _ "=-t , L 1 , _ · -+-+-+-+-~'1------,C---+-~ -~,=~':+--;_~-~--;_ -;_ -;_ -_:-_ ---1_;-_ ---1;_ -I-+---I-+----j-+----j-+----j+---++i•=:=:=:=:=--tt-' -_ +t--t-+ -~ -+--+---+--t _ ~ ~----,---,-_-i--~~ '_ 7--. 1 t r : ~ l j ;,-_-~t-~=r=-,:--t-:-t-: ~ -~ , L ' r I L I t ' I i ' ' t + r t - 10 I I 11 J 7 (3324) INSTALL 18" RCP STORM DRAIN (275 L.F_) WITH WATER TIGHT JOINTS INSTALL STORM DRAIN CLEANOUT SDRSD D-9 TYPE A-4 - I -n 2 l cf\ • I /;/ -0 ----J"L82,.-= _-it - . °' X w 06 613Z' ) PLUG EX IST. CMP WITH CONCRETE LUG. / ~8,~ / :,-; ---' ef-O,_ ~ 0 ~ =='f-=f REMOVE & DISPOSE OF EXIST. CMP INTERFER ING § U . 0 , WITH NEW INSTALLATION. -------;---~~4/:=-,,-,/4'-if;,, 1/ --:::, ---t--~-IH ' 1/i 0 I , .. , <os2-If,/"°' o ~ . I 5{! I 1///, (J) ':J I f-s.!};!7t,82 'I//;, ~ ~ [ 0 1--/482 ., ~ I 0 1 ' ,, x j # ,/82 'I//;, 11 'I/ w j 0 -182 _ r;, I ] I ~ ~ '//, I / j ,082 'I, (3325) I I I ' c Rn wN V 0 2 I I 4" SEWER LATERAL (PVC) PROTECT IN PLACE 1 t-JL2~ , ® INSTALL 18" RCP STORM DRAIN (130 L.F.) I (3335) EX. 18" CMP SD / __ / •1/flj/' / WITH WATER TIGHT JOINTS. PROTECT EXIST. I /./ 8L2 /; '• V / LANDSC API NG, REPLACE IN KIND. / /' LL2-ft ; ~ REMOVE & REPLACE APPROX. 200 SO. FT. OF CONCRETE I DRIVEWAY 1 {9L2-,.._,,,-,:~~ j /, ~c;L2-"j1~u /" \ [ II. INS TALL L TYPE HEAD WALL PER SD RSD D-36 I , I "' I I \ If I 12 13 14 'j 6 'j 5 I (3334) (3344) I 1" WAITER SERVICE TO BE RELOCA TED PER qMWD STD. DWG. NO. W3 I ,-------i~ I I I I I I I I I /i , ~f J INTERFERING GAS MAIN TO BE /moc,;m e, sc~, I l h \ o--r I ' ' -0 EX. 6" vr.~e!!'Wcs<ER~MA""-IN41r=-----_.;c,-,kc:'.:_-~-----":s,.-F-~A-,-IC_R_cEST DFsJ-\JE: / ---116F-+--~-'---1:"""~--" --------01 -----~ 0z-:-✓~ -i-EX. 1_-_1,/2" STEEL G_A_S MAIN (:l'!R:!-:~=P~ED~)=::.:_=_=;o,:::~~~-=_=_======-=-=-~~~~~=_lj_: 1_~=-=-- -c \_ / ~=----d-,,,{'.~-F\_~-~;;.;;~/ -;::;._ -;::;._ -;::;,?'~c::::_ -::;;,,= ~~L'~¥r ~~~~~•~ ,~"',~~~~~~~~' ~~ 0 (J) D.. :::, 0 ' OJ X w F= "=9 ,=--- 1~-~ I I I I I I I I I I I I I 1/'f. -= ;c I= ~ ~ ' . , _ o •,t 0~ ~ 0 / "~",---◊-,-L'-~ 0 (J) D.. :::, 0 OJ X w PLUG EXIST. CMP WITH CO NCRETE LUG 3 (3345) t;,~ \ 0 ~./ ~ I I I _J z I rn 3 I t;;j x w I I I 20 I 1 REMOVE EXISTING INLET AND I INSTALL CURB INLET SDRSD D-1 TYPE B (4'x4') I I (3355) I 0 20 40 60 ~--i_~l------<I GRAPHIC SCA LE 5 (3365) E 0 0 0 ~ • u ~ CITY OF CARLSBAD I SH 4EETS I 1----+--+---------------i------t---t---,----, l___L±_6j ENGINEERING DEPARTMENT 1----+--+---------------i------t---t--,-, u s-o IMPROVEMENT PLANS FOR: SEACREST DRIVE E fC 0 N ;:;-~ • e u ~ ,':'.!-1----+--+---------------i------t---t--,-, APPRQ.[W_JY jl'i~J--Plummer DEPUTY CITY EN~NEER : ~~-, ~ ?-"~rn-n-------S-5 OS ~ 1 ' RCE 28176 EXPIRES 03-31-06 DATE f; 1----+--+----------------i----i----.---;------i ,':'.!- D W N BY: SEE I PROJECT NO. I DRAWING NO. ,.'l DATE INITIAL DATE INI TIAL DA TE INITIAL CHKD BY: JS 3 6 7 9 4 1 6 -7 g- ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CI TY APPROVAL RVWD BY: MP u L----------------------~~~~~~~~~~~~~~-;; 053105