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HomeMy WebLinkAboutDWG 463-7A; 6607; CMP (CORRUGATED METAL PIPE) REPLACEMENT HOLLY BRAE ECR HIGHLAND AT JAMES; 01-05. I I I CORRUGATED CONSTRUCTION FOR PLANS METAL PIPE REPLACEMENT PROGRAM I HOLLY BRAE LANE/EL CAMINO REAL AND HIGHLAND DRIVE/JAMES DRIVE LEGEND DESCRIPTION STREET CENTERLINE STREET RIGHT-OF-WAY PROPERTY LINE EASEMENT LINE CURB & GUTTER (EXISTING) STORM DRAIN (EXISTING) CONCRETE BROW DITCH (EXISTING) EXISTING GAS LINE EXISTING WATER LINE EXISTING ELECTRICAL LINE/BOX EXISTING CABLE TV CONDUIT EXISTING TELEPHONE CONDUIT EXISTING SEWER MAIN EXISTING SEWER LATERAL STORM DRAIN TO BE LINED CURB & GUTTER (PROPOSED) STORM DRAIN CURB INLET TYPE B (PROPOSED) STORM DRAIN CLEANOUT TYPE A-6 (PROPOSED) CITY OF CARLSBAD LOCAL DEPRESSION (PROPOSED) PROPOSED FINISH GRADE ELEVATION EXISTING GRADE ELEVATION SHEET INDEX SHEET NO. 1 DESCRIPTION TITLE SHEET, VICINITY MAP AND LOCATION MAP STD. DWG. NO. SDRSD G-1 SDRSD 0-2 SDRSD 0-9 DS-1 SYMBOL --------- ----G ----v/----- ---E IEI -CATV--/--T~C- -T--/--MCI- ----ss ---- ---£L--SL--SL--SL--Sl- I I 32.80 FG (32.B0)EG 2 3 PLAN & PROFILE: HOLLY BRAE LANE/EL CAMINO REAL PLAN & PROFILE: HIGHLAND DRIVE/JAMES DRIVE I II/) VICINITY MAP NOT TO SCALE ABBREVIATIONS AC/ASPH = ASPHALT CONCRETE ACP = ASBESTOS CEMENT PIPE AB = AGGREGATE BASE ABND = ABANDONED CIPP = CURED-IN-PLACE-PIPE l&G = CURB AND GUTTER C = CENTERLINE E'L Y '" EASTERLY EP = EDGE OF PAVEMENT EX. \EXIST. = EXISTING FL = FLOWUNE F.S. = FINISHED SURFACE N. T.S. = NOT TO SCALE PROP '"PROPOSED RCP. = REINFORCED CONCRETE PIPE R/W = RIGHT OF WAY SD = STORM DRAIN STORM DRAIN PROJECT NO. 6607 CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL MATT HALL -MAYOR ANN KULCHIN -MAYOR PRO TEM MARK PACKARD -COUNCIL MEMBER KEITH BLACKBURN -COUNCIL MEMBER FARRAH DOUGLAS -COUNCIL MEMBER LISA HILDABRAND CITY MANAGER GLENNPRUIM UTILITIES DIRECTOR 4 TRAFFIC CONTROL TITLE SHEET SDRSD = SAN DIEGO REGIONAL STANDARD DRAWINGS 5 TRAFFIC CONTROL PLAN (HOLLY BRAE LANE ON EL CAMINO REAL) Underground Service Alert Call: TOIL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG BASIS OF BEARINGS: NAD 83 (1991.35 EPOCH) FOR THIS SURVEY IS THE LINE BETWEEN: CLSB-129, N 2005601.527", E 6223329.966', ROS 17271, 3• SO COUNTY DISK MON. IN TOP Of CONCRElt: SIGNAL BASE, 500' NORTH OF COAST HIGHWAY 101 INlt:RS£CTION WITH RAILROAD TRACKS. 14' EAST OF TRACKS, BEHIND CARLSBAD WATER FACILITY & CLSB-130, N 2003724.503', E 6224845.188', ROS 17271, 2.s• DISK STAMPED CLSB-130 LS. 6215, MOtl. IS IN THE S-E CORNER OF DRAINAGE BOX INLET AT THE END OF CURB RETURN IN THE N-E CORNER OF GRANO AVE. AND WASHINGTON ST .. 52' \\EST OF RAILROAD TRACKS ANO 40' NORTH OF lllE CENTER OF GRAND A VE:. ST = S1REET TB = TOP OF BERM LINK '"UNKNOWN W'L Y = WESTERLY BENCHMARK: CLSB-129 ELEV.: 20.04a' DATAM: NG\/0 29 RECORD OF SURVEY 17271 3• SAN DIEGO COUNTY DISK MONUMENT IS IN THE TOP OF A CONCRElt: SIGNAL BASE, 500 FEET NORTH OF COAST HIGHWAY 101 INTERSECTION WITH RAILROAD TRACKS, 14 FEET EAST OF TRACKS, IN THE BACK OF CARLSBAD WA lER FACILITY H:\Cnrl~bo.d\CMP-RPpluLel'lent_Holly-Brne-Lo.ne \.:MPR□VEMENT PLANS\SHT-01-H□LL YB RAE -LN-IP-SD.dwg 4/27/2011 -1 :05154 PM PIJT "AS BUILT" ~~ REVIEVED BY• f-Jotoo,uO INSPECTOR 1i(zi-;/23 DATE PREPARED BY: 1111 HARRIS & ASSOCIATES 750 B Street, Suite 1 BOO 1111 San Diego, CA 92101 {619) 236-1778 • FAX (619) 236-1179 I LOCATION MAP NOT TO SCALE DECLARATION OF RESPONSIBLE CHARGE . I HEREBY DECLARE TI-IA T I AM TI-IE ENGINEER OF WORK FOR ll-llS PROJECT, ll-lAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER TI-IE DESIGN OF TI-IE PROJECT AS DEFINED IN SECTION 6703 OF TI-IE BUSINESS AND PROFESSIONS CODE, AND ll-lAT TI-IE DESIGN IS CONSISTENT Will-I CURRENT STANDARDS. I UNDERSTAND TI-iAT TI-IE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY TI-iE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY, AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: ADDRESS: TELEPHONE: ( HARRIS AND ASSOC/A TES 750 8 STR££1j SUITE 1800 SAN DIEGO, CA 92101 (619) 236-1778 FAX: (619) 236-1179 ROBERT sum£ LIN JR. R.C.E. 38819 EXP. DATE J/J1/1J DA lE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DA lE INITIAL OlHER APPROVAL 20 DAlE INITIAL CITY APPROVAL ' \ .. 4 .:..;-,.,. ---~·-A...:: ... __._....., GRAPHIC SCALE 40 i ( IN FEET ) 1 inch = 20 ft. • . 80 I ~ CITY OF CARLSBAD i5l [_!_j ENGINEERING DEPARTMENT ~ GM!' REPLA~ PROGRAl( lHOLLYBRAI LH/EL CAMINO REAL AND IIIGIILANJl DR/JAYES DR) TITLE SHEET, VICINITY MAP AND LOCATION MAP APPROyi;J) WILLIA"!-E....J::~MMER /~"'= : -'_ y . ., .. ~--• ,f!,1 ·I/ DEPUTY CITY ENGINEER ' 28176 EXP. 03/31/12 DA][ DWN BY: CHKD BY: FIELD BY: CB BS JN 082-0071.01 PROJECT NO. 6607 DRAWING NO. 463-7A ,..,_ lu > ll:: () V) IJ ~ '{ . 1 ~ > ·-ll:: a () z. <5 [ l) ·-C a z '{ .j i5 ,'.t'. () z -~ '{ (J .J l,J 0 z ~ IJ '{ (t co >-j J 0 r ,_, ~ '{ ll:: (j 0 :t: n. I- 2 j,1J ~ 1,j (J 3 Q IJJ ri:: Q ~ (J V> 0 ;:j" ~ IE Cl r-f, ,__. ~ 0 8J -,, I VI '-J ):> 284 !- i {-- 1 i--=2=8-=-0 __ i-· .. -=•-. ~ ... ~~.. . 3--r ---t . ---J--T -r =-, • l = . ,; ,~ ~ ' .c: ~ ~ i jccf= + a ~ ~ -_-¥-- -C ~ ~ ~ -1_-1'.::.._ --- --~ - -l! -__ I: r 'i j - -. -·1··· i 276 -·· ........ 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LOCllt DEPRESSION ' . 2B8.27 fS <J 6" CURB HEIGHT 12" CURB HEIGHT l.lf.37 ~. 1,41-A.- . 4' TYPE B INLET 10+44.71 12" CURB EIGHT ',.. 21l&.38 TC 287. '5(J FL 5" CURD HEIGHT 220 216 212 208 204 200 196 192 188 184 180 176 172 236 -1 · HOLLY BRAE LANE INLET DETAIL .___~2=3c:2=--__,·-~--~ ~· = :_ --+--1 r-J 1 ,,--,-.-. i I -1:• ---~·~-!=$Elf==f=¥~r'-ffiH:=l--f: -t __ ' ' ~£I I-j ; -~ -= ·~ ~~ --_:: ~ ~-~ _: :----·-···· ·-·· T .••• -R -_.+ l 1 1 ~! j i t --r-+-JII _ r-J-.-. ,-1 ---.-, ---,----,----r, ---r;'-'C;_,;A..;.L;;;,,E;;;.:;.,,--1'"'--~F--· .----.----,----,--,---,---,---,---,-+-'-=---1 228 -r=··------·1· 1•-,-·-----··1=1--:--. +---·--------·-== -f-----=-=-'=~ -C!r5_y-: .:'~=~= _._:-:-~-.. ==•~ ---F=-::=~~,t~r :..c;=r .. ·.···-···.·· ___ t'-t-: . --i i 1"!-1 -1-t--1 +" . , .. 168 164 ;----. ---1- 222204 ,4=_ i -11J--jl_ --~j I .·. l t--11-lr ::-:-=_~:i~~ -~:-~~~==:~~~:c::= ~ ~: -t----'-h ~-: ~~::; ~;~~~·=~i.:. ~--=~.v -=-' r•J;Aou}.-Jo1D~tR1g~---t~-t:1:_1l-tr1--,js ll·-•.,li--j-j 11:, ·,,,· ', '' . t ! : _ · ·; : '1 -i--.· ~---r ······· ····· -r ri l -_ -,. -= -:: ---=: ,--· --=: = = < -----·±=-+ .. ---..... t ---T 1 • 1 •~ ==-:.= -~ :: --=¥ -cc :v --------T -~... r:-4: -.ro L1N1NQ Pif'E 1 -l t 1 1 1 · ·, 1 , i----=2=1=6----l= _;; :-:r I -j -~ l ----T ~j--j i' fT-t i-----:~ :~ :~ :~': c'fiPE~t~~! 1i@ ~-;~t! -~~~: .·=_-~.-.~ rei~i~,:~1N_1 _. ..-J .. i~ .•. -.~ _:_.~-~::.:BF.==ff .. F .. ~1.1.-•i;i. ~•.: J~~tJ=~~~~lLili~~iff~t-l_l=[· --r-r-r:l, fl]_,-:= ----1~6~~7~ I~ T J ~ 1.-····· 1 ··7T. j-l--;ji ' I ' 160 156 SCALE --·· 1:.-. _ == __ --.f:-t=r=r t:: '"' = . t-22,.9 ;l,c--,---. -t--1----. . ... _ --~ -+ L • J , . I I i , . I--+-.---+_ --:--j t , 1 1 , 1 1 r t 1 -1 ,C-f'-t-t:-; ; =:~ ~t ~~: ;. _.-~ E~J~1~ --~ -_ -~ = --_c ~,r--1?.i=~Qff IL_~ =1 . · ~~ •=:i:: _ cc,~--_._ .. ~-=; :~ -T~~:tk1tift1~t r: it •···• ::.r r--f 1 •l f l-t-1--r i--t + 1 1 1 1 l 1 ·· ! , 1 j I ---+---l --l : . i. 1"=20' HORIZ. 1 "=4' VERT. 152 10+00 -- \ Underground Service Alert Call: TOLL FREE 1--800 227-2600 TWO WORKING DAYS BEFORE YOU DIG 11+00 -- GEZA L. KELLER 3940 HOLLY BRAE LN. APN: 207-180-04 \ \ \ BASIS OF BEARINGS: NAD 83 (1991.35 EPOCH) FOR THIS SURVEY IS THE LINE BETWEEN• CLSB-129, N 2005601.527', E 6223329.966', ROS 17271, 3• SD COUNTY DISI< i.tON. IN TOP OF CONCRETE SIGNAL BASE, 500' NORTH OF COAST HIGHWAY 101 INTERSECTION WITH RAILROAD TRACKS, 14' EAST OF TRACKS, BEHIND CARLSBAD WATER FACILITY & CLSB-130, N 2003724.503', E 6224645.168', ROS 17271, 2.5" DISK STAMPED CLSB-130 LS. 6215, MON. IS IN THE S-E CORNER OF DRAINAGE BOX INLET AT THE END OF CURB RETURN IN THE N-E CORNER OF GRAND AVE. AND WASHINGTON ST., 52' WEST OF RAILROAD TRACKS AND 40' NORTH 01' THE CENTER OF GRAND AVE. BENCHMARK: CLSB-129 ELEV.; 20.040' DATAM: NGVD 29 RECORD OF SURVEY 17271 3" SAN DIEGO COUNTY DISK MONUMENT IS IN THE TOP OF A CONCRETE SIGNAL BASE, 500 FEET NORTH OF COAST HIGHWAY 101 INTERSECTION WITH RAILROAD TRACKS, 14 FEET EAST OF TRACKS, IN THE BACK OF CARLSBAD WATER FACILITY 12+00 I I I I · PLAN HAS BUILT" 1 zjzz} 3 p_ef:;_~S8(t EXP.~ ~/. 5 DA~E REVIE\,IED BY1 ~rQ INSPECTOR ---- - --~--~---.---7 ---~I ! 13+00 14+00 \ ROBERT & BARBARA CZAJKOWSKI EL CAMINO REAL APN: 207-180-08 \ \ \ \ \ \ \ ' ' .. l I 1 ! ! -·1 --~ -t - l 1 l i CONSTRUCTION -NOTES 0 INSTALL CURED-IN-PLACE-PIPE LINER IN EXISTING 18" CMP HOST PIPE PER SPECIFICATIONS. 0 REMOVE EXISTING INLET, SAWCUT, REMOVE EXISTING AC, CONFUCTING PORTION OF EXISTING PIPE, CURB ANO GUTTER TO NEAREST JOINT ON EACH SIDE. 17\ CONSTRUCT CONCRETE 6" CURB PER SDRSO G-1, \V WITH CURB FACE TRANSITION FROM 6" TO 12" PER INLET DETAIL THIS SHEET. © REMOVE ANO REPlACE INTERFERING OR DAMAGED PORTIONS OF EXISTING lANDSCAPING AND IRRIGATION. 0 CONSTRUCT 4' TYPE B INLET PER SDRSD 0-2 H=8" OPENING WITH LOCAL DEPRESSION PER CITY OF CARLSBAD DS-1. 0 PROTECT IN PLACE GRAPHIC SCALE ( IN FEET ) 1 inch 3 20 ft. REFERENCE DRAWINGS DWG NO. 145-9 DWG NO. 300-4 [sHEET] CITY OF CARLSBAD 157 l__!_j ENGINEERING DEPARThiENT ~ PREPARED BY: ?i{&Jfflcli~P~~REAL AND IDGHLAND DR/JAMES DR) HOLLY BREA LANI/EL CAMINO REAL STA: 10+44.71 -STA: 1.f+75.28 .. .. HARRIS & ASSOCIATES 750 B Street, Sulle I 800 Son Diego, CA 92101 (619) 236-1778 • FAX (619) 236-1179 ~ I I AT!'!> FINISH SUR/'Ac&: CLEVJ!i IONS ;19 DATE ~"4'-'+--"1N"'1n~AL-+-'---'-""~-'---c.cR~E-V~IS'-"IO~N=DE~S=C=Rl~P"'Tl=O'--'N~----+-D-ATE-t---lN-ITI-AL--+--D-ATE-t---lNI-TIA-L--t ENGINEER rK WORK OTHER APPROVAL CITY APPROVAL APPROVED Wl~E. PLUMMER ~ s /':. tzn=-: ~2.-11 ~,(fv&GINE~RCE 28176 EXP. 03/31/12 DATE DWN BY: CHKD BY: FIELD BY: CB BS JN 082-0071.01 PROJECT NO. 6607 DRAWING NO. 463--7A g > -rt Q (/) liJ l <:( ~ ~ -rt Q Cl z j :r () -:r Q z <:( -l ~ rt 0 z -l 0 -l liJ G' z j liJ ~ ~ -l -l 0 :r '--' l ~ () 0 ct: a_ I-z liJ l liJ 0 j fl liJ rt fl l 0 Vl 0 :::;r :E ra G) rl' N~ en 8. w I V, -..J J> 172 136 I I ~ w > O::'. 0 10+00 11+00 I i . : : I I I I I I I I I ~ f---- -I I O o:: EDWARD & GALINA A. PEASE --LESTER R. & MAY W. TILLIE ~ I I Z I-3960 HIGHLAND DR. TRUST ".;: I I w ,> O::'. 0 <( APN: 207-130-64 3971 JAMES DR. I I _J I _ _ APN:207-130-08 I I (f) I I 20+05.32 HIGHLAND DRIVE~22.25'Lf12Y13"\ I I I W ('.) =10+05.00 CL TYPE B INLET PER ~ 11 +67.59 EXISTING I I I I 2 _ ~ SDRSD D-2 CLEANOUT (RJMs135.49) EXISTING 5• I ~ <( J I ~I ~r@ r-0 EXISTING I PROPOSED :~1~i-~i~g :~! ~ 7 ' E • • • · ~ 5· PUBLIC UTILITY 5' PUBLIC UTILITY ABANDONED I~ n------=S""M!..'.H.,--=--::-::-:-OC) ,' • • • • I flRST FLOOR Ff 15612' I C I RIM 133 28' 1 HIGHLAN DRIVE , i: .: _ • . • ; .-. . Houst 1 •• EASEMENT EASEMENT ~ _ 1. .; 1\ 1 .·F· L 124 _· 8 , 19+95.0 -14.50"1c ~-'' -· • · . • I , , .., r "' E'>' .....+~~ · · · ,, , .. . I\ I I I W..~c~F E ~Tp~~E FL'_'\:,i. -.i .; ' I • ; -~ ""'. ~,~,,~~ ) ·r '. \ \\ \\\ ~• ,, i;l : \ ~ ~ --' ~ ;.,• ( E II t lj I 'l / GRADE I/ . ~-. ' . ' '. . . . . . ::J . POOL \ \ i ';!~·· \= D'' ~ & . SHED'\ RR-Tl HOUSE ...I ! I ; 8 .1 ,_ _ • • .. : • ~ ., ._. ••.. « •. • ,r . ::!I,\ .'i , 1. •. . ,,. T11cs "i .'h-,s,..,--'J' Iii I 1 ~ "' • -.. 1 6 la·~ !? 11;+ fl ~ :.,1p,"cM_P .• .__;; £ _)F . ·, \~~P• ' "i&.JJi+op If ' =--• ~--.._"¾-....--'. !!j?'.,!..,{S==== ~ ~ ~ ~, ~ --""""-=>-= ~ -_ - -1 ~ i ~ HIGHLANI DRIVE"' -•__ - -_ ~ 4 , I I \ \ \ \ \ , I . -' ' I • I I "--TG ~ !ti--i' I ~"l='VC ~~ - -RIM162)1 \' -,--11~~\\',~ , '11: ' • ,, I F1·_ 153.16M --:-s , 1 \, . '•. ·-, \ \ 1 1 -1 , , ·1 ~ ,-'" 1 I • r -st .• '~ ),. \ \ ' ...., I ' I I I L 159. 71 1 10 ':JO., PT. NO. 298 • ~ u' ~ •' ·, • \ ;,. -:::-, > ~-~ • ·t _..'. ::;' ::; b · ,' -> -= ) I / I ASPH "O• 1/2" ,RON PIPE, OPEN. ),RQPOSEO I ) ~" ~"-•• '';' "' •· •; .•. ~ .! . . 1 I // I 1/ ; I HIGHLAN DRIVE l N, 2001220 06 · ' ' \ \ \ I I i i PROPOSED I I I I 20+16.5•-10.30 ,, ', / I ~I 623'.275,1~ s_~ .. ~~~ICI __ DRAI_\ Nf'GE / ') \. \ I I 11+69 TO 11+89 7 6' PRIVATE DAAI / }' I I END OF AC DIKE '" I cLEV., '59 04 ~'\'~Mr.NT • · I, ( i ) \ \ I G1't0UT VOIDS EASEMENT FORI BENEFIT/ / I I I MATCH E, ISTING ~ I '-• , . I\ '•>,_ , · , / I \ \ 1 ', \ ' OF LOT 2 I I GRADE • 1 , ~-:/, HOUSE °/ '\\ '-(, 1 / I ' I \ 14 13+00.80 A 6 I I ' I I I I I I I I . ► . . ,, . ,__,,a•,,.. • PROPOSED LOT 2 CT 08-06 ALAMEDA FAMILY TRUST 3980 HIGHLAND DR. APN: 207-130-68 PROPOSED LOT 3 ALAMEDA FAMIL y TRUST CT 08-06 3980 HIGHLAND DR. APN:207-130-70 ------t I ---------113: PLAN I I I IP:1 1~1 I I I I I I I I I I 136 f I I ~ I REFERENCE DRAWINGS CT 08-06/CDP 08-17/HDP 08-03/ZC 08-01 DWG NO. 135-5 DWG NO, 137-4 5• VARIES o• TO 10" 13" GRAPHIC SCALE 20 --........ 0 10 20 I -=.•r---: 1 80 I ( IN FEET ) 1 inch = 20 ft. i5HEE1l CITY OF CARLSBAD 157 L_!_j ENGINEERING DEPAR™ENT ~ C,M!' REPLACEMF!lfl' PROGRAM Underground Service Alert Call: TOLL FREE BASIS OF BEARINGS: NAD 83 (1991.35 EPOCH) FOR THIS SURVEY IS THE LINE BETWEEN, BENCHMARK: CLSB-129 ELEV.: 20.040' DA TAM: NGVO 29 (HOLLYBRAB LN/EL CAMINO REAL AND IIlGIILAND DR/JAW! DR) "AS BUILT" ~ l#t1fz PREPARED BY: 1111 HARRIS & ASSOCIATES 750 B Street, Suite 1800 APPROVED WILLIAM E. PLUMMER HIGHLAND DRIVE/JAMES DRIVI ST A: 10+00.00 • ST A: 13+02.80 .... 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG CLSB-129, N 2005601.527', E 6223329.966', RDS 17271, 3" SD COUNTY DISK MON. IN TOP OF CONCRETE SIGNAL BASE, 500' NORTH OF COAST HIGHWAY I 01 INTERSECTION ~TH RAILROAD TRACKS, 14' EAST OF TRACKS, BEHIND CARLSBAD WATER FACILITY & CLSB-130, N 2003724.503', E 6224845.188', ROS 17271, 2.5" DISK STAMPED CLSB-130 L.S. 6215, MON. IS IN THE S-E CORNER Of DRAINAGE BOX INLET AT THE ENO Of CURB RETURN IN THE N-E CORNER OF GRAND AVE. AND WASHINGTON ST., 52' WEST OF RAILROAD TRACKS AND 40' NORTH Of THE CENTER Of GRAND A \IE. RECORD OF SURVEY 17271 3• SAN DIEGO COUNTY DISK MONUMENT IS IN THE TOP OF A CONCRETE SIGNAL BASE, 500 FEET NORTH Of COAST HIGHWAY 101 INTERSECTION WITH RAILROAD TRACKS, 14 FEET EAST OF TRACKS, IN THE BACK Of CARLSBAD WATER FACILITY P.~ Y DATE REVIE'w'ED BY• ~.& INSPECTOR 1111 San Diego, CA 92101 _ • -,.✓-. ~ ~ .,. 4-"...,_.:'~L•••r v·2-I/ (619) 236-1778 • FAX (619 ) 236-1179 l----+--1-------------------+--l-----+--1----, DEPUTY CITY ENGINEER CE 28176 EXP. 03/31/12 DA1E ~J, 111" (! iki ~ /,ij: 1ft) l--,-a,,1-,,,+-/{-C-'>'--+-,1\_A-DJ>_f_lN-IS_II _S_URF:-AC_E'_l:L_EW\-TIO_H_S----+---f--t-----+---l ROI ERi C. SUTHERLIN JR. RCE 3 819 . i I ATE DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL OWN BY: CB CHkD BY: BS FIELD BY: JN 082-0071.01 PROJECT NO. 6607 DRAWING NO. 463-7A ..J LJ ~ ~ :'5 LJ ~ ~ ..J ..J 0 J: '-' V, 0 ~ :E 1 G) W-tl, 0 0) ..... w I V, ~ ,, I ,, TRAFFIC CONTROL NOTES (CITY OF CARLSBAD) SIGNAGE NOTES (CITY OF CARLSBAD) I. WORK HOURS TO BE RESTRICTED TO 8:JO AM TO J:JO PII UNLESS APPROVED OTHERWISE. 2. PEDESTRL4N CONTROLS WILL BE PROVIDED AS SHOWN. J. PEDESTRWIS SHAil 8£ PROTECTED FROII ENTERING TH£ EXCAVA110N 8Y PHYS/CAL BARRIERS DESIGNED, INSTALLED, AND MAINTAINED TO TH! SA11SFAC110N OF TH£ CITY ENGINITR. . 4. TEMPORARY "NO PARKING/TOW AWAI"' SIGNS STA11NG THE DATE AND 1/ME OF PROHl8/110N Will BE POSTED 72 HOURS PRIOR ro COMMENCING WORK. CALL CARLSBAD POLICE DISPATCH AT (760)931-2197 TO VAUDAT£ POS11NG. 5. ACCESS Will 8£ MAINTAINED TO All DRI\IEWAIS UNLESS OTHER ARRANGEMENTS ARE MAD£. 6. TRENCHES MUST 8E BACKF7llED OR P!ATED DURING NON-WORKING HOURS UNLESS K-RAJL BARRIERS ARf. PROVIDED. K-RAH. IS APPROVfD ONLY WH£N SPECIFICALLY SHOWN ON TH£ APPROVfD 111AFF/C CONTROL PLAN. PLATES SHAil HAV! CLEATS AND COLD MIX AT TH£ EDGf.S AS APPROVED BY TH£ CITY INSPECTOR. 7. EXIS11NG STRIPING, CROSSIW.KS, LEGENDS AND/OR PAV£MENT I.IARKERS SHAil BE RrPLACED BY TH! CONTRACTOR WITHIN 24 HOURS, IF' REMOVED OR DAMAGED. 8. WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL 1/MING OP[RA110NS SHAil BE COORDINATED WITH THE CITY OF CARLSB4D. CONTACT STREUS OMS/ON AT (760) 434-2937 72 HOURS PRIOR TO COMM[NCING WORK. 9. TRAFFIC SIGNALS SHALL RE:MAIN FULLY ACTUATED AT ALL 1/Mf.S, UNLESS OTH[RWIS£ APPROVfO BY THE CITY [NG/N££R OR HIS REPRf.S£NTAT1VE. IF 11IAFF/C SIGNAL LOOP Df.TECTORS AR[ R[NOERED INOPERA11';£ BY THE PROPOSf.D WORK, VIDEO Df.TEC110N SHALL 8[ USED TO PROVID£ AC11JA110N. 10. FIAGOCRS 5HAll BE EQUIPPED WITH A WHIT£ HARD HAT. AN ORANGE Vf.ST. AND A 'STOP /SLOW" PADDLE ON A 5 FOOT STAFF. 11. All TRAFFIC CONTROL DEVICES MUST BE MAINTAINED 24 HOURS A DAY, 7 DAIS PrR W££K, 8Y THE: CONTRACTOR. 12. All TRAFFIC CONTROL 5HAll BE IN ACCORDANCE: WfTH THE: CAUFORNIA MANUAL ON UNIFDRII TRAFFIC CONTROL DEVICf.S (CA-MUTCD 2006 ED/110N). . IJ. TRAFFIC CONTROL PIAN SUBM/TT/ILS AR£ REQUIRED FOR EACH PHASE: OF TH! WORI( IN THE: DETAIi.. FORMAT. AND QUALJTY lllUSTRA/£0 ON THIS SHEf.T. 14. All TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROII VIEW OR COVF:RED WHEM NOT IN US£. 15. THE: CITY [NGJN££R OR HIS REPRf.SENTAT/V£ I/AS THE: AUTHORITY TO IN/11ATE FIEJ.D CHANGf.5 TO INSUR£ PUBUC SAFf.TY. 16. All WORK AFFEC11NG BUS STOPS SHALL BE COORDINATED WITH NORTH COUNTY TRANSIT DISTRICT. CONTRACTOR SHALL CALL NCTD AT (760) 967-2828 AT LEAST 72 HOURS IN ADVANCE' OF STAR11NG WORK. 17. CHANGtABLC MESSAGE SIGNS SHALL 8£ USED IN ADVANCE OF 111AFF/C CONTROL ON MAJOR AND PRIME: ARIERIALS, UNLESS OTHERWISE: APPROVED. THf.Sf SIGNS SHAJ.L BE SHOWN ON 711£ 11IAFF/C CONTROL PLAN. 18. THE: FOLLOWING AGENCIES 5HAll BE NOTIFIED 48 HOURS IN ADVANCf. OF ANY DETOUR AND/OR CONSTRUC110N ACTIV1TIES. FIR£ DEPARTMENT P()l.}CE: DEPARTMENT POST Off/Cf. PVBUC WORKS CARLSBAD UNIFIED SCHOOL .DISTRICT (760) 931-2141 (760) 931-2100 (800) 275-8777 (760) 602-2720 (760) 331-5000 SIGNS: (All SIGNS SHAil BE REFLECTOR/ZED AND OF STANDARD SIZE. WORK AREA WARNING SIGNS SHALL BE: ORANGE: SIGN FACE.) C30 (BIKE) C30 G20-2 W1-4(L) W20-1 W20-5(BIKE) W20-5(R) W4-2(R) BIKE LANE CLOSED (CA CODE) LANE CLOSED (CA CODE) END ROAD WORK DIRECTIONAL ARROW ROAD WORK AHEAD BIKE LANE CLOSED AHEAD RIGHT LANE CLOSED AHEAD LANE DROP SIGN 1. AT LEAST ONE: PERSON SHAil 8£ ASSIGNED TO FULL 1/ME: MAINT£NANC£ OF 111AFF/C CONTROL DEVICES ON ALL N/Glff LAN£ CLOSURES. 2. All WARNING SIGNS FOR NIGlff LAN£ CWSVRf.S SHAil Bf. ILLUMINATED OR R[f1£CTORIZED AS SPECIFIED IN 711£ SPEC/FICA110NS. J. All ADVANCE WARNING SIGN INSTAIJA110NS SHAil BE: EQUIPPED WfTH FIAGS FOR DAYf/ME: CLOSURES OF All WJOR AND PRIME AR1ERJ4LS. FIASHING BEACONS SHALL 8£ USED DVRING NIGHT LAN£ CLOSURES. 4. A G20-2 'END ROAD WORK' SIGN SHAil BE PLACED AT THE: [110 OF THf. LAN£ CLOSURE UNLESS TH£ END OF TH£ WORK AREA IS OBVIOUS, OR rNDS WITHIN A LARGER PROJECT UM/IS. 5. All CONES USED FOR N/Glff LAN£ CLOSURES SHAil BE ILLUMINATED TRAFFIC CONES OR FITTED WfTH I J' REFLECT/V£ SLffi/ES. 6. FIASHING ARROW SIGNS SHAil 8E: USED PrR TH£ CAUFORN/A MANUAL ON UNIFORII 11IAFF/C CONTROL DEVICES {CA-MUTCO 2006 ED/1/0N). FOR USE: IN CALIFORNIA). SILENT TYPE: SHALL BE USED IN RESID£NT!4L AREAS. 7. THE: MAXIMUM SPACING 8ETWE£N CONES IN A TAPER OR A TANGENT SHAil BE APPROXIMATELY AS SHOWN IN TABLE I. 8. ADDl110WJ. AO\IANC£ FLAGGERS SHAU 8£ REQUIRED WH£N 111AFF/C QUEUES D£Vfl.OP. FlAGGER STAnONS FOR WORK AT NIGHT SHALL BE ILLUMINATED AS NOTED IN 5EC110N 6G.20 OF TH£ MU1CD. 9. PLACE CJO (C/v LAN£ CLOSED' SIGN AT 500'-1000' INTERVALS THROUGHOUT £XT£NDED WORK AREAS. 10. All REQUIRED SIGNS THAT A/?£ TO BE LEFT IN PLAC£ OV[R A WEEKEND OR HOLIDAY SHALL 8£ POST MOUNTED USING, 5QVAR£ Pr::RFORAT£D snn TUBING WITH 8REAKAl\l4Y BASE: PER SDRSO 11-45. 11. CONSTRUC110M AREA TRAFFIC CONTROL DEVICES SHAil MEET TH£ PROVISIONS OF SEC110N 12 OF TH£ MOST REC£NT ED/110N OF THE: CALTRANS STANDARD SPEC/FICA110NS. TRAFFIC SIGN LEGEND C30(CA) C30(CA) BIKE W20-1 W20-5 BIKE W4-2(R) END ROAD WORK G20-2 W20-5(R) Underground Service Alert BASIS OF BEARINGS: BENCHMARK: Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG NAD B3 (1991.35 EPOCH) FOR THIS SURVEY IS THE LINE BETWEEN: CLSB-129, N 2005601.527', E 6223329.966'. ROS 17271, 3" SO COUNTY DISK MON. IN TOP OF CONCRETE SIGNAL BASE, 500' NORTH OF COAST HIGHWAY 101 INTERSECTION WITH RAILROAD TRACl<S, 14' EAST OF TRACKS, BEHIND CARLSBAD WATER FACILITY & QSB-130, N 2003724.503', E 6224845.188', ROS 17271, 2.5" DISK STAMPED CLSB-130 LS. 6215, MON. IS IN THE S-E CORNER OF DRAINAGE BOX INLET AT THE END OF CURB RETURN IN THE N-E CORNER OF GRAND A VE. AND WASHINGTON ST., 52' WEST OF RAILROAD TRACKS ANO 40' NORTH Of THE CENTER OF GRAND A VE. CLSB-129 ELEV.: 20.040' DA TAM: NGVD 29 RECORD OF SURVEY 17271 3" SAN DIEGO COUNTY DISK MONUMENT IS IN THE TOP OF A CONCRETE SIGNAL BASE. 500 FEET NORTH OF COAST HIGHWAY 101 INTERSECTION 111TH RAILROAD TRACKS, 14 FEET EAST OF TRACKS. IN THE BACK OF CARLSBAD WATER FACILITY WORKSITE TRAFFIC CONTROL PLAN CITY OF CARLSBAD REVIE'w'ED BY1 INSPECTOR EL CAMINO REAL TRAFFIC CONTROL FOR CMP REPLACEMENT PROGRAM (HOLLY BRAE LANE) MARRON RD PALOMAR F~D,4y AVE RD PKWY ALGA J-.....___..., VICINITY MAP HOr TO SCALE PREPARED BY: 1111 HARRIS & ASSOCIATES 750 B Street. Sulle 1800 .. San Diego, CA 92101 (619) 236-1778 • FAX (619) 236-1179 ' ' J,... , * ~-;,:.. ~-- ALI M. SHAHZAD NO. TR 2295 DATE DATE DA TE INITIAL ENGINEER OF WORK H: \Carlsbad\CMP-Replacement_Holly-Brae-Lane\lMPR0VE_MENT PLANS\SHT-04-H0LL YBRAE-LN-TCP.dwg 4/13/2010 11: 57: 44 AM PDT REVISION DESCRIPTION GENERAL NOTES TO CONTRACTOR: A. IT ,s THE: RfSPONSIBIUTY OF THE: CONTRACTOR PERFORMING WORK ON A PUBLIC STREET TO INSTALL AND MAINTAIN THE: 11IAFF/C CONTROL DEVICES AS SHOWN HEREIN, AS Will AS ANY SUCH ADD/1/0NAL TRAFFIC CONTROL DEVICE AS MAY Bf. REQUIRED TO INSURE THE: SAFE MOVF:M£NT OF TRAFFIC AND PEDESTRL4NS THROUGH OR AROUNO 711£ WORK AREA AND PROVIDE: MAX/MUii PROTfC110N AND $4FITY TO CONSTRUC110N WORKERS. 8. TH£ CITY AND CAI.TRANS RESERVES 711£ RIGHT TO OBSERVf: THESE: 11IAFF/C CONTROL Pr.ANS IN US£ AND TO MAK£ ANY N[C£SS.4RY CHANGES AS FIE:LD COND/1/0NS WARRANT. ANY CHANGES SHAil SUPERSED£ THf.Sf P!ANS AND 8£ DONE: PER MUTCD WfTH THf. APPROV/IL OF THE CrTY £NG/NEER, SOLELY AT THE: CONTRACTOR'S £XP£NSf.. REVISED TRAFFIC CONTROL Pr.ANS MAY Bf. REQUIRED BY TH£ CITY. OOCT LOCA110N Of All EQUIPMENT AND TRAmC CONTROL DEVICES SHALL BE D£T£RMINED BY THE: £NG/NEER. C. All D£UNEATORS SHALL BE EQUIPPED WITH REFLECT/V£ BAND AT NIGHT 111,1£ D. All TRAFFIC LAN£S 5HAll fi,\Vf: A MINIMUM OF J f££T CLEARANCE: FROM OP£N £XCAVA110NS AND A MINIMUM OF 2 F££T FROII VERTICAL OBSTRUC110NS. E. OP[N TRENCH WITH LESS THAN l1v£ F££T OF CLEARANCE: 5HAll BE PROTECTED BY K-RAR.. BARRIERS AND TEMPORARY CRASH CUSHIONS INST/ILLED PER CAI.TRANS STANDARDS. F. CONTRACTOR SHALL PROVIDE: FIAGGERS AS D££MED NECf.SSARY BY THE: CITY [NG/NEER. G. All ADVANCED WARNING SIGNS SHAil Bf. EQUIPPED WITH FIAGS DURING DAY11ME WORKING HOURS AND WfTH WARNING UGHTS AT NIGHT. H. TRAFFIC SIGNALS SHALL RE:MA/M IN OPERA110N AT ALL 1/MES. CONFUC11NG 11IAFF/C SIGNAL INDICA110NS SHALL BE CO';fRED AND SIGNAL OPERA110N DURING EACH CONSTRUC110N PHASC SHALL BE COORDINATED WITH AND APPROVED BY 711£ CrTY ENGINEER. I. PLACE: ADD/1/0NAL "LAN£ CLOSED' (CJD) SIGNS ON TYPE: U BARRICADES AT 150 FOOT INTERVALS THROUGHOUT EXTENDED WORK AREAS IN EACH LANE: THAT IS CLOSED. INSTALL 'OPEN TRENCH' (C27) SIGNS WIIENNR AN OPEN EXCAVA110N AREA EXISTS AJJJACENT TO THE: TRAVE!.ED lmY. J. All T£MPORARY 111AFF/C CONTROL Of.VICES 5HAll BE REMOVED FOLLOWING COMPLE110N OF EACH CONSTRUCnON STAG£ AND THE PERMAN£NT TRAFFIC CONTROL DEVICES SHALL 8E: RESTORED TO ORIGINAL LOCAnONS BY THE: CONTRACWR UPON COMPLE110N OF PROJECT. K. CONTRACTOR SHAil REPLACE/REPAIR All DAMAGED STRIPING WfTH TEI.IPORARY STRIPING OR RAJSED PAVfM£NT I.IARKERS AT END OF EACH WORKING DAY. L CONTRACTOR SHALL COMPLY WITH THE: R£QUIREM£NTS OF THE: AMERICAN DISABIUTY !CT ACCf.SSIBIUTY GIJ/Df1JNES AND WfTH TH£ CAJ.JFORN/A ACCESS/8/UTY GUIDEUNES AS RELATED TD PEDE:STRJAN ACCESS AND SHAil MAINTAIN PEDESTRIAN ACCESS AT All 1/MES PER ADA REQUIREMENTS. ADA REQUIREM£NTS. S/DEWALJ( CLOSURE/D[TOUR SHAil COMPLY WITH THE: MUTCD STANDARDS, M. CONTRACTOR SHAil PDST "sYM80L • UNEVfM LANES, "sT!E. P!ATES AHEAD' OR 'BUMP' SIGNS. FOR PAVEJ.100 SURFACE DISRUP110NS OF½ IN. OR GREATER. PAVEM£NT DISRUP110NS OF 1 IN. OR GREAIDI SHALL HAif: BEVELED EDGE OF FOUR {4) HORIZONTAL TO ONE {I) v£R11CAL. M. CONTRACTOR SHALL COV[R OR REMOVf All CONFUCnNG SIGHS. 0. CONTRACTOR SHALL INSTALL 'CAU110N Sill PLATES AHEAD' AND/OR 'ROUGH ROAD" SIGNS IN ADVANCE: OF snn P!ATE BRIDGING. P. CONTRACTOR SHALL N011FY NCTD AT (760) 967-2828 OR ANY OTHER AFFECTED TRANSIT Sf./MCES AT LEAST 72 HOURS PRIOR TO CONSTRUC110N. Q. CONTRACTOR SHAJ.l N011FY All AFFECTED RESIDENTS AND BUSINESS Fl';£ (5) WORKING DAIS PR/DR TO CONSTRUC110N. R. All 111AFF/C CONTROL DE:VICf.S SHAil 8£ KEPT IN THEIR PROPER POSl110N AT All 1/MES, AND SHAil BE: REPAIRED, REPLACED, OR CLEANED NECESSARY TO PRESE:Rv£ THEIR APPEARANC£ AND CON11NUrTY. TABLE 1 POSTED TAPER SPACING OF SIGN STREET SPEED LENGTH (L) CHANNELIZING DEVICE SPACING LIMIT FOR Vv1DTH OF 12 FT OFFSET EL CAMINO L -660' (MERGE) 50'(TAPER) 55 MPH 1/2L -330' (SHIFT) 100' (TANGENT) 500' REAL 1 /3L -220' (SHOULDER) 25' ( CONFLICT) EXACT SPACING MAY VARY DUE TO FIELD CONDITIONS DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL ~ CITY OF CARLSBAD 157 LU ENGINEERING DEPARTMENT ~ C.111' REPLACE!,@fl' PROGRAM (HOLLYBRAE Llf/EL CAMINO REAL AND !IlGHLAND DR/JAMF.S DR) EL CAMINO REAL TRAFFIC CONTROL (HOLLY BRAE LANEt JN 062-0071. 01 E. PLUMMER PROJECT NO. 6607 DRAWING NO. 463-7A g ~ [( a ~ ~ <{ ~ ~ -[( a a z :3 :c (.'.) -:c a z <{ .J ~ [( 0 z -~ 0 .J li.J ~ z :3 li.J ~ ~ .J .J 0 :c '-.., ~ ~ (.'.) 0 [( Q 1--2 li.J ~ li.J (j :3 Q li.J [( Q ~ (j _J__ G20-2 : ,n 2 "'·========::-----___________ E_L_C_A_M __ IN_O=_R..:_:E=A..:.:L=------------------------------------,ri (25.5') --(12') (13') (12') ------~(14? ----a;r: 5DO'A , -- 500' w20-1 W20-5(R) w4_2(R) I Underground Service Alert BASIS OF BEARINGS: NAO 83 (1991.35 EPOCH) = Call: TOLL FREE FOR THIS SURVEY IS THE LINE BETWEEN: BENCHMARK: CLSB-129 ELEV.: 20.040' DATAM: NGVO 29 RECORD OF SURVEY 17271 3" SAN DIEGO COUNTY DISK LEGEND -WORK ZONE -TEMPORARY SIGN • -REFl...ECTORIZED 1RAFFIC CONE -DIRECTION OF 1RAVEL [ T'l'PE 11-iREE BARRICADE rn -FAB (FLASHING ARROW BOARD) ---- I I PREPARED BY: II.II HARRIS & ASSOCIATES 750 B Street, Suite 180D I 1111 San Diego, CA 92101 (619) 236-1778 • FAX (619) 236-1179 ~ .. I -. --(26') --(12') GRAPHIC SCALE [ • .. .. r• '-~~, --( llf 1'DT ) l Inell • 40 ft. I I I W20-1 J6') ◄ : (26') -(12') (13') (12') - (14') CK I 400' G20-2 GRAPHIC SCALE 20 0 10 20 40 ~-• I i 80 I , .. I ( IN FEET ) 1 inch = 20 ft. fsHEETl CITY OF CARLSBAD 157 L..!_j ENGINEERING DEPARTMENT ~ Worll~Etf)lP~~REAL AND !UGHLAND DR/JAMES DR) EL CAMINO REAL TRAFFIC CONTROL (HOLLY BRAE LANE) APPROVED WILLIA~PLUMMER ~4, ?'· 'Yxr .S-2~/I 1-800 227-2600 CI.SB-129, N 2005601.527', E 6223329.966', ROS 17271, 3" SO COUNTY DISK MON. IN TOP OF CONCRETE SIGNAL BASE, 500' NORTH Of COAST HIGHWAY 101 INTERSECTION ~TH RAILROAD TRACKS, 1 ♦' EAST OF TRACKS, BEHIND CARLSBAD WATER FACILITY & CLSB-130, N 2003724.503', E 6224845.18B', ROS 17271, 2.5" DISK STAMPED CLSB-130 L.S. 6215, MON. IS IN THE S-E CORNER OF DRAINAGE BOX INLET AT THE END Of CURB RETURN IN THE N-E CORNER OF GRAND A VE. AND WASHINGTON ST., 52' WEST OF RAILROAD TRACKS ANO 40' NORTH OF THE CENTER OF GRAND A VE. MONUMENT IS IN THE TOP Of A CONCRETE SIGNAL BASE, 500 FEET NORTH OF COAST HIGHWAY 101 INTERSECTION ~TH RAILROAD TRACKS, 14 FEET EAST OF TRACKS, IN THE BACK Of CARLSBAD WATER FACILITY REVIE\.IED BY• ~~ ~ ~ __:::--2, 11, 1 O DEPUTY CITY ENGINEER RCE 28176 EXP. 03/31 /12 DA TE l----+---+-----------------+------1--+----+----I ::========;--;:==========::;-';:,-::::'.---'=-=-=-=-=-=-=--=-=...::::::~ TWO WORKING D1WS BEFORE YOU DIG . INSPECTOR DATE AU M. SHAHZAO NO. TR 2295 DATE DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTI<ER APPROVAL CITY APPROVAL DWN BY: CB CHKD BY: BS FIELD BY: JN 082-0071.01 PROJECT NO. 6607 DRAWING NO. 463-7A g > -0:: Cl (/) L.J ~ ~ ~ ~ -0:: Cl Q , 2 :'5 :r: c., -:r: Q 2 ~ ...J ~ 0:: 0 2 -~ 0 ...J L.J ~ 2 :'5 L.J ~ ~ ...J ...J 0 :r: v ~ ~ c., 0 fl'.: Q. 1-- 2 L.J ~ L.J {j :'5 ll. L.J 0:: ll. ~ {j