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HomeMy WebLinkAboutDWG 445-3; 6600; HIGHLAND DR STORM DRAIN FROM BASSWOOD AVE; 01-03CONSTRUCTION PLANS FOR HIGHLAND DRIVE STORM DRAIN FROM BASSWOOD AVENUE TO 500 FT. NORTH 4 CAtAVERA LOCATION RO VICINITY MAP NOT TO SCALE SHEET INDEX 1. nn.E SHEET, V/CiNITY MAP & LOCA noN MAP 2. PLAN AND PROFILE STA noN 0+57 TO STA noN 2+25 3. PLAN AND PROFILE STA noN 2+25 TD STA noN 5+38.75 PROJECT NO. 6600 CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL CLAUDE A. "BUD" LEWIS -MAYOR MATTHALL-MAYORPROTEM ANN KULCHIN -COUNCIL MEMBER MARK PACKARD -COUNCIL MEMBER NORINE SIGAFOOSE -COUNCIL MEMBER RAYMOND R. PATCHETT CITY MANAGER GLENNPRUIM PUBLIC WORKS DIRECTOR "AS BUILT" . .-vAll-.L~n $ 0.1-30-2111 RCE2/2/7t, EXP ?·'J/./2-, DATE REVIEWED BY: I z.{,-z. P4>1 DATE AREA OF WORK LOCATION MAP NOT TO SCALE NOTE: CONTRACTOR SHALL LOCATE ALL EXISTING UTILITY VAL VE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES AND PROTECT IN PLACE. fsHFpl CITY OF CARLSBAD ISHE3ETSI >-----+--+---~--~~~~~~~+--~+--~+---+---l___!_J ENGINEERING DEPARTMENT 1-----+--+-------------+---+---+---+----I MPROVEMENT Pl.AN FOR: 1-----1--+------------tf-----+--+---+----1 TITLE SHEEf. VICINITY MAP AND LOv'A TION MAP HIGHLAND DRIVE STORM DRAIN FROM BASSWOOD AVENUE TO 500 FT. NORTH APPRO,VEO _WILLIAM Y.f'JAMER I t-------t--+-----------jf-----+----t--+---1 ~ ... /_ ~~ -IW/ jlJ(, DEPUTY CITY ~GINEER PE 28176 EXPIRESJ 31 086ATE i----t----t--,.----.---,=~=--------+----t---tc.-c:--;-J-c----=i • -I we? owN BY: PROJECT No. I DRAWING No. 1-0-:-;-Af'_,_Pl:-~:-:~-+-D-C~TY-TE_Af'._P:-~:-:-t 2~~g ~~; it 6600 . 445-3 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ' ' } ~. t--- c:- ~ - ----~ 1=.· I== -·-· . I=!= t=-.:: --- - = ~ r I= .. . . -·· 1--r-:::-r--- -- --.. _ .::......: -.. --''. """ --1---- = =----I== r---:-----t-· - .:.........: -.. --- ··-. -. . -- _-·1------t----r--------~---·--l---r--------t-I-· -~ .. +--.. t-"-c:=: t:::=:__ -+--+--+--___ ,_-:... t=- . r:::-:-:: ~ r::-~--I---I- __ :, --·-I----· L..'.:_ L__ L_ .. I= . --- ' ,,. - . -r----- +-"' '" - ···.: --=::: -· _L -,--- -f--i=--:-' ~ L.._"'. ... -. I-. I--I-• .. -·-I--+---.. r: .... ~ P_ E'_ SI_:_~;~ '=1JN;Jf ,EPt=JR:: .... -~--:f: . - . • :· -i---:-. .. =- r - - . +--·-I--· +--- 1::-· r::---::: r --t-· ..• -_ -i= r .. . r . +--t-· - ------- ------1--- +-----i.:_-·-t...=t-+--:~ r::: ~-- I-- -. ' c -1----·-·-.I----I-- . . '-' I-t-:--'::"· ··-L -- -·. - --r -.L ----I--i-::... -I--· _:.-1---. --~- r --.. ::: . - ·; 58 . l •· r· ---... +-· ---.-----I---1---------. - I----··-- i==-i==i=_. -r=:.=:. .. r· -1=: f--::--- - ... L --t:_ .-: t----_: - r - - -· --~: .J.__ I=-=--.-L -r ·--c= -· -- = -· -- -I== I=.: -- 1-- . +--c --r::::--r '--' r r t-= ·-1--- . r· 1--1- i=__t:= ~ ·----I---- r -r ·--c..:.::: -----:.,,-_ . ., D NI/1 :A -J OJ v _F--=-1=-'-...J.= .. -.+--+-±- --· ----+-- r. i-'.--__:___-··- r ;::::==:-r--: +---i==--==-....:.:. c::_ I=_ --:.:__ ·-----. .. 3+00 CONSTRUC~~-- ON NEW CHANNU TO MERGE WI 7H EXISnNG MIN. 12" MAX. 18" • Vj 6" DETAIL 2 NOT TO SCALE ~l--- EXIST. EDGE OF PAVEMENT C EXISnNG EDGE OF VARIES J l~AVE,MENT MIN. J" -MAX. 61 . I 2Lr IN TRANSlnON AREA ____..:::::" /~ BAR SHALL BE 2" FJ!.OM TOP & CENTERED 2 FROM PAVEMENT EDGE 6';-:::::~;:::::;:::;- ---..\·,_:·:..---FOR REINFORCEMENT \ SEE SECnON A-A !ii, - .0.. - PROVIDE FOR A SMOOJH INVERT TRANSJnON FROM EXISnNG TO NEW SECTIONC-C NOT TO SCALE WATER METER POWER POLE FIRE HYDRANT MAIL BOX SIGN SEWER MANHOLE WATER VALVE POTHOLE LOCATION LEGEND EXISTING FEATURES .-__ ._:___ 2+00 I ~-TREE ~ -PALM @ -BUSH • -CACllJS PROPERTY LINE -. ~--~ L L___~ r 1+00 ,rJ. ,\~ SCALE 1" = 20' STORM DRAIN DATA TABLE NO. DU TA/BEARING RADIUS LENGJH REMARKS @ N 24'02'12" W 168.00' 12" PVC OR HOPE (Ji) S 6117'39" W 59.6J' 12" PVC OR HOPE 8.0' 8'50R·35 . . . . A • ill. BASIS OF BEARINGS / BENCHMARK CITY OF CARLSBAD CONTROL RECOR0 OF SURVEY 17271 (NAD 83 1991.35, NGVD 29) POINTS: 121 N 2003526.073 E 6228352. 289 EL=B0.30' 122 N 2005450. 968 E 6228316.937 EL=l 27.19' r- i..: __ --j____-_ NOTES: ---------= ~ - 0+00 STA. 0+82.34 BASSi",000 Av£. CONSTRUCT MODIFIED TYPE L HEADWALL PER SDRSD 0-36 15' & DITCH TRANSJnoN PER DETAIL (D ~ ~ a f ~ ~ 1. VERIFY INVERT ELEVA noNS AT POINT OF INTERSECnON OF EXISnNG CHANNEL AND PROPOSED STORM DRAIN. 2. ALL TREES. v£GETA noN AND IRRIGA noN SYSTEMS SHALL BE PROTECTED IN PLACE . 3. ANY PLANTING REMOVED DURING CONSIRUCnON SHALL BE REPLACED IN KIND OR AS APPROVEO BY /HE ENGINEER. 4. CONTRACTOR TO INSTALL STRAW MAT OVER ALL DISTURBED AREAS. SEE SPECIF/CA noNS SECnON 212 FOR STRAW MAT REQUIREM£NTS. 5. HOPE PER GREEN BOOK SECnON 207-18 PVC PIPE PER GREEN BOOK SECnON 207-17 .f- CONSTRUCT MODIFIED L TYPE HEADWALL PER SDRSp 0-36 W = 5.89 OR AS NEEDED TO MEET EXISnNG CHANNEL A DOWNWARD- SLOPE TOWARDS THE DOWNSTREAM END SHALL BE MAIN TAIN[D AT ALL TIMES --'---I- t--·.:.-:: ---··· ~ .· _: -- r 0+00 1+00 2+00 . FL 153.00 EXIST. 12• PIPE COBBLE DITCH PROTECT IN J-<!PLACE 3'-0" • • I /,SEE SDRSD 0-36 FOR REINFORCING STEEL f't V (#4 BARS) PLACEMENT AND CHAMFER I I NOSE lHICKNESS VARIES w ~:;;_ SE~~~NIT\ , . .,, I I I+--► I I MIN 12" J: :~✓ MAX: 18"/u L' ""'j Ll ~-.-~ .'·' ·-. '--,=::-t- 9 I I ;,1 -_1~ - - } ,...--L--.(-JL+I .... _,~ I~~ .. i- r -i'-,1--,:. f,., "-' FL 152.6± A ..._. , r ); I / ~'~7 4-H--1v-l-~~7; "-l,.,I .... _ - I , , TRANSlnON FROM EXb}1;-fJT@ , 'A TO STRUCTURE PER ---EXIST. EDGE OF PAVEMENT ~ I /4-.,.l/.'-----~coNsTRucT 4• PCC APRON ANO CHANNELS TO MATCH FLO'M..INES , ~ r-,.,! / /1 AT [OGE OF [XISnNG COBBLE OITCH AND END OF PIPE. j I I' ~-FL 152.3± CONCRETE SHALL BE 560-C-3250. ALL REINFORCING STEU ....._ a 'f '"'-., #3 BARS SHALL BE AT 12" O.C. ' 1>-~ ""9~ TRANSlnON FROM EXIST DITCH P,"--(:4(.__J.-"-:: TO STRUCTURE PER DETAIL 2 ) , EXIST. COBBLE DITCH PROTECT IN PLACE #3 BARS @ 12" D.C. EACH WAY VARIES ' 6" PCC 560-C-3250 SECT/ONA-A NOT TO SCALE CONCRETE AND REINFORCEMENT IN CUTOFF WALL SHALL BE IHE SAME AS PCC APRON PCC CHANNEL -,5•b ·r. 12" MAX,,: _l! •. EXISTING £.DGE CF PAVEMENT ,{!/""'-'/J BARS @ 12" O.C. /J BARS O 12" O.C. HEADWALL AND DITCH TRANSITION DETAILfT\ ->'-:1, ~ 1·1.1 EXIST. I I I 12· 11 AS BUIL T 11 SCALE 1" = 4' \.:=) COBBLE DITCH/ / I •• I CUTOFF/1---<-~ WALL -• 5• +- SECT/ON 8-8 NOT TO SCALE 4~-"hq (, .~#< II -'l. RC[ ZBIZG EXP.O1-:J/-12 ~3-30 -7,?I/ DATE I SH2EET I CITY OF CARLSBAD 1----1---+----------------t----j---t-----t---J ENGINEERING DEPARTMENT t=====1====j==================================!=====!====~~====~====~ IMPROVEMENT PLANS FOR: I SH3TS I f't, AS 8/J/lT DATE INlllAL DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OTiiER APPROVAL DATE INlllAL CITY APPROVAL PLAN AND PROFILE: STA. 0+57.00 TO STA. 2+25 HIGH/.AND DRIVE STORM DRAIN FROM BASSWOOD AVENUE TO 500 FT. NORTH APPROVED WILLIAM M~MMER I . /. #A/4111 -e( ~<l _ l'2..1sl/"f.. DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/08 "DATE OWN BY:~ 1 PROJECT NO. I DRAWING NO. CHKD BY: JS 6600 445-3 RVW0 BY: EP - . -=--=----i-=-· ---=----: -- =1 -1---- ..... -·-·-· -- ---- --=--=: t=:: L....'..:.-c:·-r -n DI " /::--1--· ,_ -·-· -=-l=S, z-· i- -+---- - r ' i-------.: =----:. __ i----=---:-_t-_i----- ---~-=I=- i-:..-. - I--+--1----- I----i-:::· -r t-_·_ : t-- r r r ---I---I--+-- r r- r--+-· --- r- r- r +-----r r +---- r r -------- STORM DRAIN DATA TABLE NO. oa TA/BEARING RADIUS L£NGTH REMARKS @ N 24"02'12" W 291.33' 12• PVC SDR 35 OR HOP£ ® N 5J"42'59• W 19.82' 12• PVC SDR 35 OR HOP[ GENERAL NOTES: 1. 3. lilt _Q_ © ®.v ALL EXISTING STRUCIUR£S, UTILJTl£S, PLANfS, TREES, /RR/GA TION SYSTEMS AND HOMEOWNER IMPROVEMENTS SHALL BE PROTECTED IN PLACE. ANY DAMAGE SHALL 8£ CORRECTED BY IH[ CONTRACTOR AT IH[ CONTRACTOR'S EXPENSE. CONTRACTOR SHALL COORDINATE 'MIH UNDERGROUND SERv1C£ ALERT (1-800-422-4133) PRIOR TO START OF CONSTRUCTION. FEA IURES NOT ID[NTIFIED FOR R[MOVAL OR R£PLAC£M£NT SHALL 8£ PROTfCTED IN PLAC£. EXISTING STRIPING SHALL 8£ REPLACED IN KIND 'MIH/N 24 HOURS OF REMOVAL WATER METER POWER POLE FIRE HYDRANT MAIL BOX SIGN SE\\£R MANHOLE WATER VALVE LEGEND EXISTING FEATURES --TREE --PALM --BUSH -CACrus @#204 -POTHOLE LOCATIONS PROPERTY LINE - -_:_ -___ --- =--I--==---I- r- -,.,. - . r::-:.:_ - -- r r - r '-------1---"' -~ •• I--. _:_:_ ----= - ,-----_ ------1- :::.:..:_ ___ _ ___ i-:,-_ r-~-'. -r=-::·-: :.. ·: ~:--..: __:_::. --I---· f----~ -:_ t--r----I--- r------r·-_ r--r-· c--:-· -: _-r:-· ·:-:- ' -i=- -r-· -r -r::: .. ·---, r-· -,-- +---I-· --t-_ ~ ,-- r:::: r r .. -r--_-. 1-__ t:... +- r --i=-··-t-· .. 1----.' ·E.· -F-' r r r t=.·-+:. r --r -r 6+00 r c·1---c· ··---1--:: --~ . , .. -· t-·- 1----+--1----+--I-·-· r :: +-·_. --+--I- I s G PEI' I WM ' 2o ;s<E ROCKWALL ---. ~ 4 ® . • 0 \• r5, 8£G/N AC BERM REMOVAL R[M6'/;ftrx,~J. ~ ATEtr,;'Wt ,:,3,.62' , \ l.!} R£MOV£ EXIST. A.C. 8£RM FROM 12 ""' aY,,i. 0 -0 -2 ~ STA. 5+86.88 TO STA. 5+38.75 _ 0 _ ~ S[[ /T[M CD . PROTECT IN PLAC[ [ 3 2 6 5] EXIST. UTILJTY POL[ [ 3291] CD REMOVE: AND DISPOSE OF EXISTING AC 8£RM, GRATES, BOX£$ AND PVC PIPING. R£MOV£ AC APRON ~ST OF N[W 6" AC DIK[. L[A V£ EXISTING AC 8£N£A TH N[W 6" AC DIKE. £{J P/OE ---9 MH 10D #31 8" VCP FL-148.40" RIM~ 165. 43' "' I s s .~"i+oo '"''I no, (A) )_ "---H-'G_H_LA_N_o_~RJVE 'T"' _ In,, -S-------1=----,-=--5----~--,..5-,,---TI----L-s [ 3307] [ 3333] 1 · A.G. REMOVAL LIMITS 4" AC / i r////////////////////////// I 12" 95% COMPACTED FILL I 12" 6" AB 12 MIN. <=t,'050 -()'h -~ 11 AS ---:: t----r---_ --~-r--i:-: __ --1-- --------I-- ~F--=-:-. ---: . -=--- ---r---------~-- --- --......---,-----r------,---- -... r:-·--_-;- --r--r-r -t--r--- -·-,--,, __ _ -.. ,-T"" -------2+00 BUILT" 0 0 0 ABANDON GRATED INLETS (24" x 24") REMOVE: AND DISPOSE OF GRATES AND 80X£S, CAP WITH 6" 2-SACK CONCRETE SLURRY, COV£R 'MTH SOIL TO MATCH EXISTING GRAD£. FILL V£RTICAL PVC PIP£ 'MIH 2-SACK SLURRY. .. ,~·~~ !@' 8" MIN. 1-~-"'"r'fi'-f-':, •'t a[~2 MAX 3/ 4. CRUSHfD ROCK [L = 159.60 U= • • 159.35 \· • • SECTIOND-D MODIFIED TYPE B-1 CURB INLET BASIS OF BEARINGS / BENCHMARK CITY OF CARLSBAD CONTROL RECORD OF SURVEY 17271 (NAO 8J 1991.J5, NGVD 29) POINTS; 121 N 2003526.073 E 6228352.289 EL=80.30' 122 N 2005450.968 E 6228316. 937 EL=127.19' 6 SCALE I• = 20' 0 20 40 EXISTING RAILROAD Tl[S TO 8£ R£MOV£D 'MIHOUT DAMAGING IH£M AND PLACED ON IH£ GROUND AT IH[ PROPERTY UN[ AT IH£ REQUEST OF IH£ HOMEO'MIIER. IMPORT OF COMPACTED FILL PLAC£ FILL 8£HIND NEW AC DIKE AND FEA /HER OUT TO ZERO IHICKNESS AT PROPERTY LIN£. COVER COMPACTED FILL 'MTH S1RAW MAT EROSJON PROTECTION BLANKET. STA. 5-1-38.75 TO STA. 5+86.88 P[R SECTION 212 OF 1HESE SPECIF/CATIONS. 1RANS/TION NEW AC DIKE FROM 6" HEIGHT TO 10• HEIGHT MATCHING HEIGHT OF OPENING AT CURB INLET. TRANSlnON AC D/K[ OVER 4 LINEAR FEET ON E/11-IER SIDE OF CURB INLET. CORNER CONNECTION PER CARLSBAD STANDARD DRAi1,1NG NO. DS-9 HOPE PER GREENBOOK SECTION 207-18 PVC PIP£ PER GRE£NBOOK SECTION 20 7-17 t -«<@ 4" MIN. PIPE BEDDING AND f3\ TRENCH REPAIR DETAIL"=) DATE /2,ljif)df) DATE l-----+----+-------------1i--------i---t------i---------i I SH3EET I CITY OF CARLSBAD I SHE3ETS I ENGINEERING DEPARTMENT ::M=P;;R;;o=vE:;:M=E;N::;T::;PLAN===::;s=:F:;OR:;:============-'====: DATE INITIAL DATE INITIAL DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PLAN & PROFILE -STA. 2+25 TO STA. 5+38.75 HIGHLAND DRIVE STORM DRAIN FROM BASSWOOD AVENUE TO 500 FT. NORTH -APPRO~I) WILLIAM r 1 1 MER /,/~(,{"/Al.. -If_ r,t ~- DEPUT{CITY ENGINEER 'PE 28176 EXPIRES 3/31/08 OWN BY: CHKD BY: -=JS=-_ RVWD BY: EP PROJECT NO. 6600 DRAWING NO. 445-3 ; ' -1.. ' . 032707 I. )