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HomeMy WebLinkAboutDWG 435-9A; PD 05-13; RANCHO SANTA FE RD SLOPE STABILIZATION; 01-21:,, <7 '1 C C (\ ' u C ( ? l ( ( 0 CITY OF OCEANSIDE PACIFIC OCEAN 711 Ro,., CITY OF VISTA 'I--~ CITY OF \'. SAN MARCOS SLOPE LA COSTA A'¥OIUE / AWA DULCE COURT SITE LOCATION RANCHO SANTA Ft: ROAD CITY OF ENCINITAS Underground Service Alert of Southern California Call: TOLL FREE 800-422-4133 BASIS OF BEARINGS THE BASIS OF BEARINGS AND COORDINATES FOR THIS PROJECT IS THE CALIFORNIA COORDINATE SYSTEM., ZONE 6, NAD 83, USING A BEARING CALCULATED BETWEEN "LOMAX" AND "HPGN CA 1107" AS SHOl'IN ON ROS 14310, I.E. N 79' 05' 25° W. THE BEARINGS ANO DISTANCES SHOl'IN HEREON ARE GRID, BASED ON THE CALIFORNIA COORDINATE SYSTEM, ZONE 6, NAD 83 {UNLESS LABfilD OTHERVIISE). TO OBTAIN GROUND DISTANCES, DI"1DE THE GRID DISTANCE BY THE APPROP- RIATE COMBINATION FACTOR. THE COMBINATION FACTOR AT STATION "SM138" IS 0.999941843 {SEE ROS 13928 FOR LOCATION). BENCH MARK REPAIR CONSTRUCTION PLANS FOR ftANCHO CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL CLAUDE A 'BUD' LEWIS -MAYOR MATT HALL -MAYOR PRO TEM ANN J. KULCHIN -COUNCIL MEMBER MARK PACKARD -COUNCIL MEMBER NORINE SIGAFOOSE -COUNCIL MEMBER RAYMOND R. PATCl-1E I I CITY MANAGER WILLIAM E. PLUMMER DEPUTY CITY ENGINEER FOR DESIGN OLIVENHAIN MUNICIPAL WATER DISTRICT "AS BUILT" WATER WORKS APPROVAL ;j_ FE ROAD REFERENCES FOR EROSION CONTROL PLANS SEE SWPPP ENTITLED "STORM WATER POLLUTION PREVENTION PLAN RANCHO SANTA FE SLOPE STABILIZATION PROJECT" DATED FEBRUARY 2006 BY BERRYMAN & HENIGAR, A BUREAU VERITAS COMPANY . Gl/t o ,04:1, /}, p. ~', CIV\\. C/1\. \~ BUREAU VEAITAS Berryn1an & l{enigar 11590 West Bernardo Court Suite 100 San Diego, CA 92127-1624 Tel: (858) 451-6100 Fax: (858) 451-2846 www. us. burea uveritas .com SH~ET I CITY OF CARLSBAD i ------1-----1------'--• 1 ENGINEERING DEPARTMENT SHEETS 21 !---~----+------------- 1----+---+-------RANCHO SANTA FE ROAD SLOPE STABILIZATION TITLE SHEET DESCRIPTION: FD. WELL MONUMENT AT THE CENllR OF BULB CVL-DE-SAC Approved by. GEORGE R. BRIEST, PE /,, J,.l<jt.r(·_ (] h..,, -;:,, _;; ,, I /J,-IC1 TWO WORKING DAYS BEFORE YOU DIG AT THE EAST ENO OF BAJO CT. 150 FT. EAST OF ESFERA ST. 'i;;,/:ll'.:.<!,.J..... /I .LD!Jf!,-_ 1 ~ _ c=-\ ~ NAME: CLsa-021 sTAMP: Ls. 31a9 • q ENGINE. E. RING MANAGER • a· 't.l (/ -1 '7.x:;/r:q I APP~l;VED GL>.NN--,.lljl• , RE-NOTIFY EVERY TWO WEEKS LOCATION: WELL MONUMENT AT THE CENTER Of 40 FT. CURB RADIUS OF , 1/J J____ P.E .. , 1 · EXP . .,_!· " DATE (__~'V-[../4_ 4,..,_,._, 2_. Z 1:J;L ~ BULB CUL-DE-SAC AT THE EAST END OF BAJO CT. 150 FT. rft'g_j<// / ~E.18 __ 85_3 tf<J• 6& t-R;::;E:;-V;-;-IE;:;vl-;;E:;D~B;-:Y;-, ------------jµi--l_;;:-I ,::,,,-'5~:t/'J~t~~~=~~~"--=-J~~::;c::;-~~~~~~~~~~~~~~~~1~~-=--+---+--+---l ~C==;ITY~E=;NG=:IN:=E':=E'::'::R=::=PE~3=3=~="q=EX:=P::::::.:::::/.:1.::::::VJ:=:<?.::'::V,=:tJ=:8=:::;-_c.':□:'..'A_"::TE. :C TICKET # ----------RECORDED: ~11u'fRff. 1~~T.PER R.o.s. 11211. FILE No. 2002-0112862 6 I .,,. A 1 oAfE DWN BY: --PROJECT No. I DRAWING NO. •J EXP. 09-30-01> ri::'0~:io .. ~';,-'~~f, )_ '.)/-/~ •"!JY REVISION DESCRIPTION f---'-DA_fE~LIN_II_IA __ I +--=C __ AC-=-E_i__l--NI_TA-=--c CHKD BY: --,on 0'-"'-fJ ~ ,_...:o~A~T~E-C~A~L=L=E~D-~-:::::::::::::::::~---------ELEV--ATI_o_N_: _5_2_0.6_3_7 _________ DA_ru_M_:_N_GVD-29 __________ ...,!;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;lgN~S~PE~e~T~□R~----;;;;;;;;;;;;;;;;;;~~;;;;;;;;;;;;;;;;;;;;;;;;;;;;~DA~T~E;;;;;~[~NC~,IN~[c~R~OF~WO~RK±;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;£0'~,~E~,~A~PP~RO~v•~Ld;;~Cl~TY~•~PP~Rc~,v~/\L~~R~VW~D~BY~: ~;;;~;;;;;;;;-r;;,,.,;;;;;;,.,,;;;;;;;;;;~~4-35~;;-;;9 A~~ r C- ,J 2 <! ,1 0 " ,;;:: 0 -J C C 0 ' ~ r ' " ( -, 0 C ( -- / \ l ~ ,-•-';/!· _, ( 0 , ( ' ( / (' C r- " r / 0 _j -I CJ I ½ I L__ L____, ~~~~ --\, . Underground Service Alert of SotJtharn California Call: TOLL FREE 800-422-4133 TWO WORKING DAYS BEFORE YOU DIG RE-NOTIFY EVERY TWO WEEKS TICKET # _________ _ DATE CALLED: ________ _ I c_J '----J ,~;0~#~¢~ .,,.~---~¢~~~-- \. ¢1/-- \ \ )¢"..#~ ~~/~/~ ,,/'_,,/ D PEHF. , -'"" \ '\ -~y-'-"" //// /_//,/_,,,/-,c?~ 7 \ /)$¥~//".:~,// ,/////,-//,-/ MATCH EX. N:. P'/MT. INDEX OF SHEETS SHEET No 1 SHEET No 2 SHEET No 3 SHEET No 4 SHEET Nos 5-6 SHEET Nos 7-8 SHEET No 9 SHEET Nos 10-11 SHEET No 12 SHEET No 13 SHEET No 14 SHEET No 15 SHEET No 16 SHEET No 17 SHEET No 18 SHEET No 19 SHEET No 20 SHEET No 21 TITLE SHEET INDEX Of SHEETS; KEY MAP KEYWA Y GRADING & TEMPORARY SHORING KEYWAY SECTION AND PIPE FlTTING DETAIL FINISHED GRADING AND TRAIL PLAN SUBDRAIN PLAN & PROFILE SUBDRAIN DETAILS NOTES AND SPECIFICATIONS WALL PLAN VIEW OVERALL SOU111EAST WALL ELEVATION AND SECTION NOR111M:ST WALL ELEVATION AND SECTION WALL SECTIONS WALL SECTIONS AND DETAILS WALL DETAILS WALL SCHEDULE WALL NOTES LANDSCAPE IRRIGATION PLAN LANDSCAPE PLANTING PLAN '\.~1/"'_,y /,,,,,,,,,-_,,/,,,, fo_w-' ,,,,/ ,,,,,,, REVIEl.'ED BY, Y.~;=/J,!/:,~J'--, Ol ✓, ·C'l 1°NSPE61JR Jr DA TE r Sl'.JILE: 1 "=50' GR~.P-ilC SCALC: P{L 21' { 21' P/L ----------------1---------------7 , 2rt DRAINAGE EASEMENT , I -j l'i- 5' 16' L__ ______ V~ T 1 ___________________ _ 16' 5' ' 7 10.5' NEW PVMT. ' ' I l ------__ J --J I = "'' " "' ,-,-f ,.:,: =~' 7 ........ . ' T I -----~---~--'-r--'-'-'--'-+===j'----------EX1sT. TYPE ·o· c&G PROOFROLL EXIST. PVMT. PAVE W/2" NEW N:, OVER EXIST. BASE MATERIAL CURB TO CURB DEPTH VARIES, SEE PROFILE ON SHEET 8 10' 2• N:. OVER 4• CLASS II BASE iN IN TRENCH Ml.EA ONLY 10' -SUBORAIN TRENCH SEE DETAIL ON SHEET 9 .,L_ __ -------j~,o 4 • PERF. SUBDRAIN PIPE AGUA DULCE COURT 6" PVC TIGHTLNE PIPE NOT TO SCALE P/L 21 , { 21' P/L 1-------~~------1------~--------~1 -----~2=0~' ~DR=A~iN=A=GE~E~ASE=MEN~T ___ -; 1, j-! 5' 16' 16' 5' J, -~:.----1----~--------+-1 I , : 2• HEADER CUT O EX. GUTTER UP I I 10.5' NEW PVMT. : 1 _____ ~-I ~ 2" ! I ---i , :: 't: __ ====='===;::::=:;¥t-------=~ ~= ===-== ~ = =~~~-=== = = == = = = == =::: ~~Ji_-=-:-=----_J EXIST. TYPE "G" C&G_,/_ -~__::_c_,;-~~--j----------------------------------------~EXIST. TYPE "G" C&G 2• AC OVER 4 • ----",~ CLASS II BASE SUBORAIN TRENCH SEE DETAIL ON SHEET 9 ,rt ,rt DEPTH VARIES, SEE PROFILE ON SHEET 7 4" PERF. SUBDRAIN PIPE-~~--~ e· PVC TIGHTLNE PIPE DORADO PLACE NOT TO SCALE WOODEN RAIL FENCE R/W E/P 10'± ,----~1=2·-----1 1L TYPE "G" C&G 2• N:. OVER 4 • BASE TYPICAL TRAIL SECTION NOT TO SCALE I GAADE iO 1,1,1.,CH EXIST:.. SEE SHEET 6 FOR TRAIL SECTIONS AT TIE-IN W / RANCHO SANTA FE ROAD 'f' ELEVATION SHOWN ON PLANS BUREAU Vii R ITAS Berry,nan & llenigar 11590 West Bernardo Court Sui1e 100 San Diego, CA 92127-1624 Tel: (858) 451-6100 Fax: (858) 451-2846 www.us,bureauveritas.com I SH~ET I Cl'fY OF' CARLSBAD I~ ENGINEERING DEPARTMENT ~ RANCHO SANTA FE ROAD SLOPE STABILIZATION KEY MAP AND SHEET INDEX -----t----1------------------t---t----1--~-- t:ef~.Z-,~~;-~_1 M_.,~~~-----Z,_=----=-2 ll/~c,t ~ DATE INITIAL E'JGINllR ,Jf WORK ~-8.Al~~ REVISION DESCRIPTION t DA'""E INITA~ DATE I ' 1NITA. CITY ENGll'lEER PE 3Jt)6'} EXP. /,'. J,1 {1_4_ DATE DWN BY: __ _ CHKD BY: __ _ RVWD BY: I ~D~R_A_W-IN_G_N_O~. 4J5-9A ~------~ PROJECT NO. PD 05-13 2 <' 0 0 0 <J C C 0 ' u (' C ( 0 / Underground Service Alert of Southern California Call: TOLL FREE 800-422-4133 TWO WORKING DAYS BEFORE YOU DIG RE-NOTIFY EVERY TWO WEEKS TICKET I _________ _ DATE CALLED: ________ _ -- • SHORING WALLS TO BE REMOVED OR ABANDONED IN PLACE AS DIRECTED BY GEOTECHNICAL ENGINEER ** GATE CAP TO READ "SUBDRAIN" : ~ :../ !lj•'-(~l' -(~ "AS BUILT" DATE / / ~,,,,,,/ 20 LEGEND FOR KEYWAY GRADING AND TEMPORARY SHORING PLAN LIMITS OF GRADING (DAYLIGHT LINE) PROPOSED TEMPORARY SHORING WALL (TYP OF 3) PER EARll-1 SUPPORT SYSTEMS' PLANS DATED AUGUST 25, 2005 APPROX. LOCATION OF PERFORATED OR PERMEABLE SUBDRAINS AS DIRECTED BY GEOTECHNICAL ENGINEER (SEE NOTES 1 AND 2 BELOW) APPROX. LOCATION OF 4• PVC TIGHT\JNE AS DIRECTED BY GEOTECHNICAL ENGINEER (SEE NOTES 3 AND 4 B£LOW) LIMITS OF SLOPE STABILIZATION KEY'NAY (BOHOM EL, ESTit.lATED FROM 2 75' TO 300') TYPICAL TEMPORARY 1: 1 SLOPE MOO. SEWER CLEANOUT (SEE SHEE.T 7) PROPOSED CONTOURS EXISTING CONTOUR EXISTING STORM DRAIN EXISTING FENCE EXISTING TREE/BUSH EXISTING UTILITY PULL BOX DR CABINET EXISTING t.lANHOLE EXISTING VAL Yf. EXISTING RECYCLED WATER MAIN EXISTING WATER MAIN EXISTING SEWER MAIN EXISTING TELEPHONE CONDUIT EXISTING CABLE TV CONDUIT EXISTING ELECTRIC CONDUIT STORM DRAIN !ATERAL CONSTRUCTION NOTES: '* SEE SHEET 4 FDR Yf.RTICAL POSITIONING Of PIPES CD 4• PERFORATED PVC HORIZONTAL SUBORAIN. ELEV. = 300'± (V 4• PERFORATED PVC HORIZONTAL SUBDRAIN, ELEV. = 288'± . . . • -W- -T- Q) 4• PVC TIGHTUN[, UPSTREAM ELEV. = 300', DOWNSTREAM ELEV. = 281'± @ 4• PVC TIGHT\JNE, UPSTREAM ELEV. = 288', DOWNSTREAM ELEV. = 281' :I: SCALE: 1 •~20• GRAPHIC SC~LE 20 40 I SHJEET I CITY OF CARLSBAD i SH2EE,TS I 1-------+---1-------------------+---+---+----1--• ENGINEERING DEPARTMENT RANCHO SANTA FE ROAD SLOPE STABILIZATION KEYWAY GRADING ANO TEMPORARY SHORING A~F,N 12,_' .e:e2i---e::IM:..=..::::-==------~~--zh/42 j r::::::-.::::-.:::---=:-:-----------7---__ --J.--_---l--~---------------l---------i---l--------l----l CITY ENGINEER PE ,,~69 EXP. /~/3/J/()9 DATE , REVIE'wED BY, ;__ DWN av, .. PROJECT NO. DRAWING NO _. ~ DATE N ·1AL )sf-' NITIA )AE ,NITl,AL ·i ,..,!'_-,,.;,'>-1-·~ ,., ,, <t>1 ' I' L CHKD BY: --PO 05-13 435-9A ' 1□R r DATE ·NGINEER OF WOR, REVISION DESCRIPTION QTh[R APPR:vAL CITY APPS:VAL RVWD BY: 0 , __________________________________________________________ .:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;,;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:,J 370---------,----------~---,----------------,------ R/'N I /·'=n--~r- Existing location of New Rancho Santo f e Rood 350 e----------1-------------t------------t---------------t---------:,---,, P L 1 L/ / LEGEND .. .-"·:, Select Flll Compacted to 90:.: min RC; ASn.t 01557 = Native material ~-r-Coltrons Closs 2 Pef1!1eable Bose or 3/4" angular .,r,:,$ clean drain rock w/Mirafi 140N Fllter fabric cover New RSF Roodwoy Rock Flll Prism (Approx.) On-Site Soils: Compacted to 90:.: min. RC ASTM 1557 CONSTRUCTION NOTES Nola 1: Number of tie-bocks to be determined in field by geotechnicol engineer Nola 2: Elevation to be determined in field by geotechnicol engineer Note 3: Suitable erosion control measures to be determined during construction G~rid Vert,col Reestablish fence ensor BX 1100 and Erosion Contr~I (typ) --• pacing = 2' o.c. max, See Note .. 3 0:J ·. ,.__.., ! ~ . 10'min ! ,...J ;:, --Re-establish Veg.(typ.) i ~ ._-: Concrete Y Gutter Per SO D 0-75--, Depth and Width to Mate Existing Reestoblis Trail (See She s 5 &: 6) woterrnoin to be si ed and reploced b Olivenhain Municipal W ter District / / __ I -----\ y / 90 0 0 oO 0 ~ 8' :t J" Minus (Graded Cop) -----.-r---,-Upper Horizontal Drain (2), Elev. = 300' {Typ.) --\-_L Underground Service Alert af Soulharn California Call: TOLL FREE 800-422-4133 TWO WORKING DAYS BEFORE YOU DIG RE-NOTIFY EVERY TWO WEEKS TICKET # _________ _ DATE CALLED: _______ _ House 4• Perf HOPE / Subdroin &: 6° PVC Subdroin TTghtlina to Esfera Street 270 • Keyway Subdrain Geogrid Tensor BX1200 Kefl!ay Subdroin w/4" min. 3/4° drain rock 'bedding (typ.) ,_ __ 30_' -_40_'_m_in., ,_1 --i 50 100 Keywoy Subdroins -type and location to be determined by geotechnicol engineer in field -:::::::: :::::::: :::::::: ::::::::11-==_-_-_-___ - - 4 • PVC TTghtline BW r wall Ions 150 SECTION •A-A" SCALE: HORIZ -1 • =20' VERT -1 "=8' -. --- '\ ~ - ----\ -==_==_==_=_• ~ ro~l '-~ ----i Lower Horizontal Drain (2), Elev. = 288' (Typ.) , 3 • and 4 • PVC Sch. 80 Slotted See Note 1 200 250 NOTE: SUBDRAINS TO BE LOCATED BY FIELD SURVEY AND SHOWN ON AS-BUILT Pl.ANS 2578 ·' /YJ/ $/111,, BUILT" EXP. tJe.o(,,i DATE ('/ It ~l DATE DATE IN1T:AL ENGl'\J[[R OF NCRK / TEMPORARY SHORING /'--WAf.l.. 3 ;{ TEMPO~ SHORING WALL 3 4X6 REDUCER 4• PERFORATED SUBDRAIN 6" PVC TIGHTUNE - Pl.AN Vl'2N REVISION DESCRIPTION 6X6 CROSS ;,f \_ 4 • PERFORATED SUBDRAIN 4X6 REDUCER s• PVC WYE 8 6" PVC TIGHTUNE 6X6 CROSS 6" TEE PVC WYE MOD. CLEAN-OUT PER CSD S-6 6° PVC TIGHTI.INE-8 PIPE FrTTING DETAIL NOT TO SCALE SEE SHEE.T 3 6° PVC TIGHTUNE ,___ MOD. CLEAN-OUT PER CSD S-6 \ I SH~ET I Cl'fY OF CARLSBAD ENGINEERING DEPARTh1ENT ~ ~ DATE NITIAL DA TE ,'\jlT1Al DTHER 1\PP~O'iA-. RANCHO SANTA FE ROAD SLOPE STABILIZATION KEYWAY GRADING SECTION "A-/',," AND PIPE FlTTING DETAIL '1 Dl'vN BY: ---i i PROJECT NO. 11 DRAWING NO. CHKD BY: --· I',, PO 05-13 II 435-9A 1 RVWD BY: . ~. ---------· f-cc, Q_ ::,: <( co 0 a--.,. ;j-. "' 0 0 OJ ' L/1 -' I[) CJ) ~ 0 ... 0 CJ. / 0 ~ ~ C .i:,. d G) Q_ 0 / -.i:,. CJ) I\) (,J ~ 0 I-" 1./1 / ("l (!) 0 )> " "' -/ Q_ '" ,j J ,j J / l \ I 0 ✓ ( ( 0 Underground Service Alert of Southern Californio Coll: TOLL FREE 800-422-4133 TWO WORKING DAYS BEFORE YOU DIG RE-NOTIFY EVERY TWO WEEKS TICKET # _________ _ DATE CALLED: ________ _ * REMOVE OR ABANDON IN PLACE AS DIRECTED PER GEOTECHNICAL ENGINEER ** GATE CAP TO READ "SUBDRAIN" II AS BUILT" /d:~9!} Jcn,.,.J~ 11 / 1~/01 PE. (.' EXP, q/:>,a/~1 DATE REVIEIJED BY, /<;/':t.,..!.-,/JP' .. ~.l=-- 'INSPEf! DR // ('J .'(-91 DATE ( 20 I SCALE: 1 "=20' 3RA~f,fC SCALE 0 20 f----,---+------------- ENGINER 1JF WORK , REVISION DESCRIPTION LEGEND FOR FINISHED GRADING PLAN DESCRIPTION TYPE "8" DRAINAGE DITCH SUBDRAIN CLEANOUT (SEE SHEET 9) LIMITS OF GRADING (DAYUGHT LINE) PROPOSED Fl.OWIJNE ELEVATION PROPOSED FINISHED GRADE CONTOUR APPROX. LOCATION OF PERFORATED OR PERMEABLE SUBDRAINS (TYPE AND LOCATION TO BE DETERMINED BY GEOTECHNICAI. ENGINEER IN FIELD) TYPICAL 1.5: 1 FINISHED GRADE SLOPE WOODEN FtNCE MASONRY RETAINING WALL GUNITE TRAIL W/6" CURB N:, PVMT. W/TYPE 'G' CURB &: GUTTER PROPOSED TEMPORARY SHORING WALL (TYP OF 3) PER EARTH SUPPORT SYSTEMS' PLANS DATED AUGUST 25, 2005 REMEDIAL GRADING CONTOUR EXISTING STORt.l DRAIN EXISTING FENCE EXISTING TREE/BUSH EXISTING UTIU'TY PULL BOX OR CABINET EXISTING MANHOLE EXISTING VM..VE EXISTING RECYCLED WATER MAIN EXISTING WATER MAIN EXISTING SEWER MAIN EXISTING TELEPHONE CONOUIT EXISTING CABLE 1V CONDUIT EXISTING ELECTRIC CONDUIT STORM DRAIN LATERM.. . - sm DWG SDRSO D-75 CSD S-6 MATCH EXISTING SDRSD C-2 SDRSD D-75 SDRSD G-2 SYMBOL - 11-11-11- . l 525.00 --5201-- -RW- C' 0 -T- -T-✓- -E CURB DATA 4C DAIi:. INIIIAL :)TH[~ APPRO'iAL RAOIUS I ~Gcl41 I ~P¥flk ---WE G C&G CHY A.PPROVAL BUREAU VERITAS Bcrrytnan & llenigar 11590 West Bernardo Court Suite 100 San Diego. CA 92127•1624 Tel: (858) 451-6100 Fax (858) 451-2846 www us.bureauveritas.com i SH~ET l CITY OF CARLSBAD ENGINEERING DEPARTMENT ; SHEETS 21 i I ~~~o~E ~~~oF° I FINISHED GRADING AND TRAIL PLAN II AP~VED G~W'~ -T7 -1 l ;p,,._'t.(..,,_lJ~t'~_ ~;, ':f.._..--"t../:J,tP )_ !CITY ENGINEER PE33069 EXP /?)J..,-4(08 DATE lcHKD BY: --PD 05-13 435-9A 'DWN BY: I PROJECT NO. j DRAWING NO. RVWO BY: 0 C C <J C C " ' u <J C C 0 0 ' / ' "' ' ' "' / Underground Service Alert of Southem California Call: TOLL FREE 800-422-4133 TWO WORKING DAYS BEFORE YOU DIG RE-NOTIFY EVERY TWO WEEKS TICKET # _________ _ DATE CALLED: -------- / ( /~ ' ' "' ' / / / / / / / / / / / / / / / / / N 975254.37 E 6259798.92 N 1975217.01, E 6259770.08/,/. BEGIN PRr/N:,Y AND RET. Al.l TW-MATCH EXIST., RW=J42.02 Tf 338.00 TRAIL ENTRANCE 19'± I PROP. BLOCK PRr/N:,Y WALL lXISI, 3LDCK PRIV/\CY W,\LL TW 7 MATCH TOP OF 1 WALL ELEVATIONS UNLESS SHOWN I OTHERWISE 4.8'± 8' EXISTING SLOPE TO REMAIN 6" GUNITE CURB 3• 560-C-2500 OR AIR-Pl.ACED CONCRETE REINFORCED W/6"x6" 10/10 GAGE WWF AND WEAKENED PLANE JOINTS PER G-9 & G-10 t.4ASONARY RETAINING WAILL "TYPE 2 PER SDRSD C-2 WOODEN RAIL FENCE a• , ___ 1s_·:1: __ 1 ~ I_:- ~ □ EXIST, 3LOCK PRIVACY NAL_ 18' :I: 1 FX1'1 RANCHO 2% J SAfffA cE RCAcW<Y ---I --r'--{ 1T \ 1~EX ST TYPE 'G' C&·~ \-EXIST. PCC S/W \-EXISTIN0 SLOP:: ,..0 -.;:[tJA N 6" GUNITE CURB J" 560-C-2500 OR AIR-PLACED CONCRETE REINFORCED W/6"xs· 10/10 GAGE WWF AND WEAKENED PLANE JOINTS PER G-9 & G-1 0 SECTION "c-c" l Tr -s· "TYPE 'A' AC BERt.4 1, 1-EXIST AC SECTION "B-8" SCAI..£: HORIZ -1• .. 10• VERT -1 "=-5' mIE; TRAIL SUBGRADE AND RETAINING WAILL BACKFILL SHAILL BE SELECT GRANULAR SOIL FREE OF ROCK W/ANY CIMENSION LARGER 11-IAN J", FREE Of DELETERIOUS MATERIAL AND VEGETATION, AND HAVING AN EXPANSION INDEX OF 20 OR LESS. SCAI..£: HORIZ -1 " .. 10' VERT -1 "=-5' 1~-f~IS' TYP[ 'G' C&G "AS BUILT" flzl,~'I' h'/JJ,! 1ki!&,,., J 1 /1 s-I if'/ P.E.1 __ dz,/_ EXP, 'l;o. ~L DATE ENGINEER OF WORK REVISION DESCRIPTION --------------+---+----+-- DATE iNITl.11..L O'H!:.R APPROVAi CA.TE iNITiAl CITY A.PPROVAL I J-»J,;,v, !TE CURB 20 , G ! i, 0. 0434 ' / Ci\/1\.. c,.\., \~ I SCALE: 1 •2 20' 8RAPHIC SCALE 0 20 40 BUREAU VERITAS Berryn1an & lfenigar 11590 West Bernardo Court Suite 100 San Diego, CA 92127-1624 Tel: (858) 451-6100 Fax: (858) 451-2846 www. 'JS. bu reauveritas .com SHEET 11 CITY OF CARLSBAD 6 II ENGINEERING DEPARTMENT RANCHO SANTA FE ROAD SLOPE STABILIZATION FINISHED GRADING ANO TRAIL PLAN APJR9VEDrtt'.E..M<~ll 1 ~1M 2-~ 7 £.~ UJ ~~"'~'----~f-cnY ENGIN ER E 3.Jtl6!J EXP @/,ui/,..,. DA TE D'NN BY: I PROJECT NO. ,-D-R_A_w_,N_G_N_o~. ,CHKD BY: --PD 05-13 435-9A RVWD BY: f-r:: 0 (. 0 C L " C C n ' u 0 L. 0 Underground Service Alert of Southern California Call: TOLL FREE 800-422-4133 STORM DRAIN DATA I I I I I I I I I I I I -280-- --, I ! ! I I 260- UDUJY NOTES: r· I I i -----r --I I 1. UTILITIE.S SHOWN HEREON ARE TAKEN FROM RECORD INFORMATION AND A FIELD SURVEY. LOCATIONS OF ALL UNDERGROUND UTILITIES AND SERVICES SHOWN HEREON ARE APPROXIMATE ONLY. ] PLAN SCALE: 1 "=20' 20 PROFILE ~UBDRAIN SCAl(: HORIZ: ,•=20' VERT: 1"=4' ' 1i1 i . BUR AU . ~~4 SCALE: ,•22-:0--:-=----....... -.. --oG> l'IEl;IIIN~ GRAPHIC SCALE llerry1nan & Hen.igar 0 20 40 11590 West 3err.ardo Court Suite 100 San Diego, CA 92127-1624 Tel: (858) 451-6100 Fax: (858) 451-2846 www. us. bureauverotas.com 00 tu w m-2ao w ~ -260 l ; ' ' ,-; LEGEND FOR 6" PVC SUBDRAIN TIGHTLINE INSTALLATION PLAN (APPLIES TO SHEET 8 ALSO) DESCRIPTION CURB &: GUTTER SAWCUT LINE sm DWG SDRSD G-2 GRIND EX. AC, GRADE, PROOFROLL, PAVE W/2" AC ** 3" AC PVMT OVER 4" CLASS II TRENCH RESURFACING •• PROPERTY LINE CENTERLINE PUBLIC RIGHT -OF-WAY PRECAST ACCESS HOLE CLEANOUT 6" PVC DRAIN PIPE (SCH40) AND 4" HDPE PERF PIPE MAR-CON 48" ID OR EQUAL MOD CSD S-6* SEE DETAIL ON SHEET 9 SYMBOL I I I I -li'.---- -'l--- -R/W---- 0 • DRIVEWAY CSD GS-12; SDRSD G-14C '"';j-==:::;--'-'1\ CROSS GUTTER CSD GS-9; CSD GS-1 O; SDRSD G-12 ,,,,)"====''-'"" 4" PVC SUBDRAlN LATERAL SEE DETAIL ON SHEET 9 --@ **NOTES: 1) ADJUST REMEDIAL GRADING IN ROADWAY AS REQUIRED TO PROVIDE SUFFICIENTLY FIRM SURFACE PRIOR TO PAVING W/2" AC. 2) SAWCUT LOCATION APPROX. LIMITS OF TRENCH RESURFACING TO BE DETERMINED BY GEOTECHNICAL ENGINEER DURING CONSTRUCTION AND ADJUSTED AS NECESSARY. * GATE CAP TO READ "SUBDRAIN" ~ ,.~(, ,,~ :,, .. >Ir ,;J·,. , . --~- 'c,c- ..;.~-~ DESCRIPTION EXISTING STORM DRAIN EXISTING FENCE EXISTING CB, GTR & SDWK EXISTING TREE/BUSH EXISTING PED RAMP EXISTING DRIVEWAY EXISTING FIRE HYDRANT EXISTING UTILITY PULL BOX OR CABINET EXISTING STREET LIGHT EXISTING MANHOLE EXISTING VALVE EXISTING CONTOUR EXISTING WATER MAIN EXISTING SEWER MAIN EXISTING TELEPHONE CONDUIT EXISTING CABLE TV CONDUIT EXISTING ELECTRIC CONDUIT EXISTING GAS MAIN EXISTING WATER SERVICE LATERAL -S- -T- -IV- -G - : SHEET Ii' CITY OF CARLSBAD SHEETS] ' 7 i I ENGINEERING DEPARThlENT • : 21 SLOPE STABILIZATION PLANS FOR 2. coNTIRAcToR 1s REsP0Ns1BLE FOR PornoLING PRIOR To sTART oF II As Bu 1 L ·r II RANCHO SANTA FE ROAD WORK AND VERIFYING ALL ELEVATIONS OF UNDERGROUND UTILITIES. 6" SUBDRAlN TIGHllLINE PLAN & PROFILE L-STATION o+oo lo STATION 12+50 J. WATER AND SEWER SERVICES MUST BE MAINTAINED llHROUGHOUT TI-IE -1',1/li•/. kJ)JJ.u,IJ./hv,.._,,; ~-/tD~-f------t----t----------------r------;--1--,----i :=A=PP=,:=VE===o=q'<==-c-c~~,s-x ---~---TWO WORKING DAYS BEFORE YOU DIG DURATION Of llHE PROJECT o, .,_ frr! al I / 2 , .. -, ·1 ' P.E.(&1""-/ EXP. Jf-301qL DATE -~, -f,.' ,::?-t,1rl,.._ c--"?---' RE-NOTIFY EVERY TWO WEEKS CITY ENGINEER ~.il'dH EXP. /4/.;o/4l15 DATE ! ~ REVIE\JED BY, l \ 1s1o1, / OWN BY: --PROJECT NO. I DRAWING NO. C TICKET I ,>.,,, DATE )AT[ INITIAL )AE INITIAL ~ -----------~ .-.i,,.!~,1/~.JVJ /)/~/~ ~,' I , i REVISION DESCRIPTION CHKD BY: PD 05-13 435-9A ~._~D~A:T:E~C~A~L~LE~D:=:=--=--=--=--=--=--=--=---=---=---=~~~~~:-------------------------------------------------------.]l~N~SP~~~·~T~DR~;;;;;;;~'~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~D~A~T~E;;;;;;;;;!;E~N~G,~C~ER~O~F~W~O,~K~·;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;f;2T~cE~R~A~PP~RC~V~AL~~r~,T~Y~AP~PS~C~VA~L~~RV~~;;;;B~Y~:~;;;;;;;;;~~~~~~~~~~~~~~~~;;;;;;;;;;;;;;;!J ~ •. 0 (' C (' L u / l ( 0 / ( ~290 ,-..28 ,..._.2-70 Fi +i ~~ ~ 8 ... ~: -0 t N 31 -,..... -----. -· ---... ------ j ~ w ~ • 4• pf.Rf. HOPE SUBO~N ~J PIG nGH1UNE Q 1. • I'\ :2 ~ ;!. :> N ' ~ !!I ~ ~ ~ ...- 13 Underground Service Alert of Sculhairn California Call: TOLL FREE 800-422-4133 ---------_ _,. -- II -------__ ,... ----~ -C--- OP€ su~N f;E~ £c~NE O 1.48% I I I I I I I I I I I I ' 114 ., I I I 'T' I I I I I L __ _, I I - "' I VI -~ .. a l'J8 ~,: 1;3 81' ___ [OG .2~ .... -:r-~ ... - ~ci -"' -------i,--------i 81 -------------------- c-6' ACP WAT[R r .,...-6' ACP WATER ,,.. (FIRE HYDRANl) . / 6' VCP SEWER r I~ I( pf.Rf, HoPE 51 HOPE suooRAIN I~ ~?~1UNE O 1.48%--J ,,-I & 6 PvC TIGHTUt:IE 0 .., 'Xl ~ N !!I PROFILE SCALE: HCRIZ: I ",.20' VERT: 1 •~4• I I I I I I I I I $ ~ w 1p 1 ~ '-' -g:;! .2[!l ~ ~G:l I s: -...,,_ -------~ --- l~T 4•~• H PE iUBO _ N"'-& 6 TIGHTUNE O 1.00:1( f'__ 3D!V'JN 16l'~ I"-.. "' ., ~ !!I 1 f3 ~ ~ "'~ ;:Ii "'=> 5~ "' i-(0 '-o -,! ;;;i< <OT - ~ "' I "' ,.. a "' ~~ 00 ~-.2gi ~Gi ~ ,! 0~ -'-' "' 9 I I I -✓ I 290 280 2-70 I 6° PvC SCH 40 55' 139.00 1 6° PvC SCH 40 4 : ~ -1----H,~"" 6~" "'=PvCcc:-->aSCerH;;..-;40-a+----t □ CURB DATA N,1. ur .IN ! h"l!t.n1us I NGIN R •R•• 1 N 7tr:> ,c, E nn 6" TYP~ ~ ~&<: 2 1"44 l 1· 15."\fll'I :oo 5· TYPE G C&G l 1'44 1 1...--1F:fii._(Vl' nn 6" TYPE G C&G 4 1·44·11· 1 RS.00' s:oo 6" TYPE G C&G 5 1'44 11 165.ru 5.00 6 TYP G C&G 6 ;;:1 1~11..nn· 1.§i 5~ In ~ Ji 7 ?0.07 l.3 6 TYP 8 r2s,,. 39. V 5.n s· TYP 9 61 "~ 9. 4 .1 ~ 5-TYP G C&G 10 r :a n s· TYP G C&G '' AA fi" TYPE G C&G 11 r 40 -~ 12 I_IN°l . . 6 TYPt G C&G 1.l N . , .....,... ---6~ In,·~ r. cu, SEE SHEET 7 FOR LEGEND SCALE: 1 '=20' GRAPH,C SCALE: REAU VERITAS 13etrytnan & llenigar 11590 West Bernarda Court Suite 100 San Diego, CA 92127-1624 Tel (858) 451-6100 Fax. (858) 451-2846 www.us.bureauveritas.com 1----i---+--------------+--+----t----t---l I SH8EET I CITY OF CARLSBAD I SHEETS• ENGINEERING DEPARTMENT 21 • STORM DRAIN IMPROVEMENT PLANS FOR RANCHO SANTA FE ROAD ~;tio;,,-:-., " A S B U I L T " s· suBDRAIN nGHlllNE PLA.N & PROFILE PLAN ~y-3..!,~1<'1,~ /, STATION 12+50 to STATION 16+11.77 TWO WORKING DAYS BEFORE YOU DIG SCALE, ,·=20· ·"··~ · ~~, , 4 'f(.p~«~f"",,,-1.'?51~~1-'Tl:'=t-;I~!~~:i~~ _u~A~;-~====:====:======================---+----+-----1i-----t---1iAPz;~~~Wa-~ RE-NOTIFY EVERY TWO WEEKS NOTE: SUBDRAINS ARE FOR NUISANCE SURFACE WATER , . c,v11. .,.. !l{l':J1rrl 1-------------------;_ !CITY ENGINEER PE J3t'69 EXP. /4{;t>/M DATE 0 AND GROUND WATER ONLY. THEY ARE NOT INTENDED TO L--' ~-..,~J.~ REVIEIYED BY, lfffi oJ. .fu_ ill /t.,-e,i.AL-l"S I I DWN BY: ___ PROJECT NO. , 1 DRAWING N-0.:I c TICKET fl-----------BE USED AND ARE NOT DESIGNED FOR AfN STORM FLOWS. .::_ . ..:C--C:: A 4 :,,..,/ ,Al /'J .A? DAT[ "~AL DUE 1,,lAL DATE ,Nt"IAL CHKD BY: ---D'{) 05-13 ., .,, 9." c (;:,?:,-r•> ;p-__,=-,,..l«~=--~, ~ L .,, ENGINEE, OF WORK REVISION DESCRIPTION , C'ccR 4PPRC·1AL c ·y APFRO',AL RVWO BY: r, I YVo.J-"' J ~'--~D~A:TE~C~A~L~L~E~D::.-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-~---------------------------------------------------------jg!'N°~S~P~Ec~fl~□~R~~;✓~/~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~D~AT~E~;;;;;;;!;;~~~~;;;;;;;;;;;;;;;;;~~~~~;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;d;~~~~;!~~~~~~~~~===;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~ f-r:: 0 LI / l \ ( 0 / ( Q 4" PVC 4" WYE WITH 4" STUB AND PLUG 45· ELBOW WYE (TO BE SET AT 45" ANGLE) .)/ 4'" PER OOT MIN. LOPE FOR BEDDING AND TRENCH COMPACTION SEE CSD DWG No. S-5. 4" PVC STAMP CURB FACE "sD" OVER lATElViL .,.....~ NOTES: 1. TiiE LATERAL SHALL BE BEDDED TiiE SAME />S TiiE MAIN LINE SUBORAIN. 2. IN NO CASE SHALL A LATERAL CONNECT TO THE 6'"x6"x4" S . GRATE & Afllj,TER (NOS PART NO. 641 OR EQUAL) 5. />S-BUILT SUBDRAIN LATERAL LOCATIONS SHALL BE FURNISHED TO TiiE CITY INSPECTOR ON FORMS PROVIDED PRIOR TO FINAL WPROVAL OF 'NORK. SUBDRAIN MAIN DIRECTLY ON TOP OF THE PIPE. 6. ALL LATERAL TRENCHES TO PROPERTY LINE AND SUBDRAIN MAIN TRENCHES TO BE COMPACTED PER CSD S-5. 3. SUBDRAIN LATERALS SHALL HAVE A 2% MINIMUM SLOPE. 4. ALL JOINTS ON SUBDRAIN LATERAL PIPE SHALL BE COMPRESSION 1YPE OR WPROVED SOLVENT WELD. 7. CLEAN-OUT TO BE ADJUSTED TO GRADE AFTER FINAL FINISH GRADING. 8. FOR BACKFILL AROUND CLEANOUT RISER SEE CSD S-5, NOTE 3. SUBDAAIN LA TEAAL Wffi-1 SQUARE GAA TE Underground Service Alert of Southcm California Call: TOLL FREE 800-422-4133 TWO WORKING DAYS BEFORE YOU DIG RE-NOTIFY EVERY TWO WEEKS TICKET # _________ _ DATE CALLED: ________ _ NOT TO SCALE -, ___ ,---- I I I I I ---------= i--1 --P-c---~1-~ ____ _., CONNECT TO PROPOSED CLEANOUT, ACCESS-HOLE OR EXIST STORM DRAIN CLEANOUT 6"X4" PVC WYE (SCH 40)- CONTROL LINE - 6" (SCH 40) PVC - SUBDRAIN PIPE 'B' NOTE: J f---~,•--~:3• ___ -'--:-4• PVC 45· ELBOW (SCH 40) I I R=5'- I SEE SECTION "8-8" @ RIGHT --...._,.,,--...._,., 1 __ 9• --~ r , 4" MSHTO M252 lYPE "S" -HDPE PERFORATED SUBDRAIN PIPE (ADS N-12 OR EQUAL) -R=5' ·a· COMPACTED BACKFILL MINIMUM 95% OF ASHA D1557 SAWCUT LINE- MIRAFI 140 FILTER FABRIC 4" SCH 40 PVC - LATERAL SUBDRAIN (WHERE SHOWN ON PLAN) 6" SCH 40 PVC SUBDRAIN PIPE NOTE: 12" OVERLAP TRENCH RESURFACING (SEE SHEETS 7 & 8) SAWCUT LINE . .3/ 4 • CRUSHED CLEAN ROCK 4" MSHTO M252 lYPE •s• ,. _ I-"'"-=--t--t--HDPE PERFORATED SUBDRAIN PIPE (ADS N-12 OR EQUAL) MIRROR SECTION BETWEEN STATION 10+56.14 AND 11 +95.43 WRAP MIRAFI 140 FILTER FABRIC AROUND 3/4" ROCK TO PREVENT FINES FROM CLOGGING PERF PIPE SECTION 'B-B" NOT TO SCALE MIRROR DETAIL BETWEEN STATION 10+56.14 AND 11 +95,43 'TYPICAL SUBDAAIN TRENCH DETAIL NOT TO SCAL£ , . 0434/, ~It ,jor, • 8 CIV\\. BUREAU VERITAS Berry,nan & llenigar 11590 West Bernardo Court Suite 100 San Diego, CA 92127-1624 Tel: (858) 451-6100 Fax (858) 451-2846 www us bureauveritas com "AS BU IL T" P.ANCHO SANTA FE ROAD SLOPE STABILIZATION 1A SU~~ 16'..J)..J{Wy Ci 4'1vd0 _JJMk1-1---+---+------------~----t--+---+--• -----~✓tlT~=========-,1=; 1 P.E.1&7'U , EXP. 'tl~l-DATE 1-------------~--+---+----+--?Z~~°JC:-fFPi#~-=-c.....,...--_i~M_i-_~~l~ CITY ENGINEER PE ..1.10~9 EXP. l"ll_o/§8 DATE /;/--/~ ~? DATE [NGIN[[R OF WORK I REVISION DESCRIPTION o HLR APPR8VAL CITY I\PPR:JVA! !DWN BY: __ ICHKD BY: __ lRVWD BY: -- PROJECT NO. PD 05-13 DRAWING NO. 435-9A I '-0 2 <" C 0 0 0 C " C C 0 ' u - ( C 0 / GENERAL AND GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 11.06 OF THE CARLSBAD MUNICIPAL COOE) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD RECARDING GRADING SHOWN ON THIS SET OF Pl.ANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR W/WE 00 PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL. CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON 1:3 THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL RE.VISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO lliE CITY ENGINEER FOR APPROVAi... 4. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OlliER APPROPRIATE AGENCIES. 5. APPROVAL OF lliESE PLANS BY THE CITY ENGINEER DOES NOT AUlliORIZE 00 WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HJ:; BEEN OBTAINED AND A VALID GRADING PERMIT H>:3 BEEN ISSUED. 6. NO REVISIONS WILL BE MADE TO THESE PLANS WllliOUT lliE WRITTEN lf>PROVAL OF THE CITY ENGINEER, NOTED WlllilN THE REVISION BLOCK, ON lliE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 7. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF lliE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 8. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT >:;-BUILT CONDITIONS BY lliE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF lliE WORK BY THE CITY. 9. ACCESS FOR FIRE AND OlliER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 1 O. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT CCMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMlfilD BY A PROFESSIONAL ENGINEER OF lliE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. lliE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE CCMPLETION OF FIELD TESTS. 11. A SOILS COMPACTION REPORT AND CCMPLIANCE VERIFICATION RECARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AROO SHALL BE CONSTRUC1£0 IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE "EARTHWORK SPECIFICATIONS" ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FJELD COMPACTION REPORTS WILL BE SUBMlfilD TO THE PROJECT INSPECTOR. 12. A PRECONSTRUCTION MEETING SHALL BE HELD AT lliE S[E PRIOR TO lliE BEGINNING Of WORK AND SHALL BE AJJINDED BY ALL REPRESENTATIYES RESPONSIBLE FOR CONSTRUCTION, INSPECTION. SUPERVISION. TESTING AND ALL OTHER ASPECJS OF IlJE WORK, THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 13. ALL INSPECTION REQUESTS OillER lliAN FOR Il1E PRECONSTRUCTION MEETING WILL BE MADE BY CALLING IllE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT 1760} 438-3891. INSPECTKlN REQUEST MUST BE RECEIVED PRIOR TO 2:00 P,M., ON lliE DAY BEFORE IllE INSPECTION IS NEEDED, INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS lATER. 14. THE OWNER AND/OR lf>PLICANT THROUGH 1liE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DE.VICES, INCLUDING SHORING, AND SHALL BE SOl.£LY RESPONSIBLE FOR CONFORMING TO ALL LOCAi.., STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, L~WS AND REGUlATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CCNCERNED AGENCY SHOWING THE DESIGN or SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING TI-!E PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. If lliE PLAN VARIES FROM lliE SHORING SYSTEM STANDARDS ESTABLISHED BY lliE CONSTRUCTION SAf£JY ORDERS. TITLE 6 CALIFORNIA ADMINISTRATIYE CODE, IllE P1J,N SHALL BE PREPARED BY A REGISTERED ENGINEER AT IllE CONTRACTOR'S EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBM1mo TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF mt ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WlllilN mt WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMlfilE WILL NOTIFY TI-!E CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HJ:; RECEIVED WRITTEN AUlliORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON TI-!E SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRNAL. DEPARTIJRE OR OPERATION or TRUCKS. EARTHMOVING EQUIPMENT, CCNSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO TI-!E PERIOO BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THROUGH FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS (A UST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER). 18. ALL Off-SITE HAUL ROUTES SHALL BE SUBMITTED BY lliE CONTRACTOR TO IllE CITY' ENGINEER FOR APPROVAL TWO FULL WORKING DAY$ PRIOR TO BEGINNING OF WORK, 19. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. IllE CONTRACTOR SHALL BE RESPONSIBLE FOR mt DEBRIS OR DAMAGE OCCURRING ALONG lliE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF lliE GRADING OPERATION, 20. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON TI-!E PIAN. 21. ALL AROO SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. Underground Service Alert of Southern California Call: TOLL FREE 800-422-4133 TWO WORKING DAYS BEFORE YOU DIG RE-NOTIFY EVERY TWO WEEKS TICKET # _________ _ DATE CALLED: ________ _ 22. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND 1:3 APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 23. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEfT IN A NEAT ANO ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 24. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE 1:3 SHOWN ON TI-!E APPROVED GRADING PLANS. 25. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCM'ING PLANS FOR THIS PROJECT, AND/OR 1:3 DIREClID BY THE CITY ENGINEER OR PLANNING DIRECTOR. 26. THE OWNER/APPLICANT S1-W-L ENSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND TI-!E IMPROVEMENT PLANS 1:3 REQUIRED FOR THIS WORK IN ACCORDANGED Willi THE LANDSCAPE MANUAL TIME REQUIREMENTS. 27. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY Fl:ET OF BUILDING OR STREET AROO AND REPLACED Willi PROPERLY COMPACTED SOILS. IN OTHER AROO THE PIPE WILL BE PLUGGED WITH CONCRE. TE OR REMOVED 1:3 APPROVED BY TI-!E CITY ENGINEER. 28. THE CONTRACTOR SHALL VERIFY TI-!E LOCATION OF ALL EXISTING FACILITIES (.AfJ(]vE GROUND AND UNDER GROUND) WlllilN THE PROJECT SITE sumCIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF TI-!E GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS /\RE IN CONFLJCT WITH THE PROPOSED 'NORK. 29. THE CCNTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST fNO (2) FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPOO REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800) 422-4133 SDG&E (800) 660-7343 PACIFIC BELL (800) 892-0123 ADEIPHIA CABLE COMMUNICATIONS (760) 438-7741 COX COMMUNICATIONS (760) 806-9809 CITY OF CARLSBAD (STREETS & STORM DRAIN) (760) 434-2980 'CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) (760) 438-2722 •SAN DIEGUITO WATER DISTRICT (760) 633-2650 •LEUCADIA COUNTY WATER DISTRICT (760) 753-0155 f\/ALLECITOS WATER DISTRICT (760) 744-0460 '"OUVENHAIN WATER DISTRICT (760) 753-6466 •BUENA SANITATION DISTRICT (760) 726-1340 •,:; APPROPRIATE 30. PERMIT CCMPUANCE REQUIREMENTS: A. FOR CON[ROl l ED GRADING -THE APPLICANT HIRES A CML ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GNE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS j 11.06.170(B)l CARLSBAD MUNICIPAL CODE. B. PRKlR TO FINAL APPROVAL Of A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMlfilD TO TI-!E CITY ENGINEER VIA THE PROJECT INSPECTOR j 11.06. 190(B)l CARLSBAD MUNICIPAL COOE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL. SLOPE PLANTING AND IRRIGATION ARE INSTAl.lED IN CONFORMANCE Willi CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMEN1). (2) >:;-BUILT GRADING PLAN. (J) REPORT FROM TI-!E SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT 1:3 TO THE EXPANSIVE QUALITY OF THE SOIL. AND SUMMARIE-S OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY TI-!E SOILS ENGINEER THAT TI-!E GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN TI1E PREUMINARY SOILS REPORT AND 00 SUPPLEMENTS THERETO. (4) REPORT WITI1 >:;-BUILT GEOLOGIC PLAN, If RE.QUIRED BY TI-!E CITY. 31. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WlllilN ONE ( 1) YEAR AFTER THE CITY ENGINEER'S APPROVAi.., THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR FUNCHECK. PU.NCHECK FEES WILL BE REQUIRED FOR #ff SUCH RECHECK. EROSION CONTROL NOTES 1. IN C>:3E EMERGENCY WORK IS REQUIRED, CONTACT VAN OUN AT (858) 715-5800. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSA!sY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. DE.VICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITI-!OUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. TI1E CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO 'NORKING ORDER TO TI-!E SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 5. TI-!E CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MOOURES 1:3 MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO ARE>:3 WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CCNDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AROO AROUND TI1E PROJECT PERIMETER MUST DRAIN AWAY FROM TI1E FACE OF SLOPE AT TI-!E CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DE.VICES SHOWN SHALL BE IN PLACE AT TI1E END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 4-0:ll). SILT AND OTHER DEBRIS SHALL BE REMOVED AfTI:R EACH RAINFALL 10. ALL GRAVEL 8/\GS SHALL BE BURLAP TYPE Willi 3/ 4 INCH MINIMUM AGGREGATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90:C COVERAGE) PRIOR TO NOVEMBER 15, lliE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE Willi SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED 1:3 REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPE-S THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: A. THREE FEET DR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. B. ALL SLOPES FOUR FEET OR MORE IN HEIGHT. 2. AROO GRADED rumR THAN 6: 1 WHEN 00 OF THE FOLLOWING CONDITIONS EXIST: A. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. B. IDENTIFIED BY TI-!E PARKS AND RECREATION DIRECTOR 1:3 HIGHLY VISIBLE TO TI-!E PUBLIC. C. HAVE 00 SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREA™ENT. B. HYDROSEEDED AROO SHALL BE IRRIGATED IN ACCORDANCE WITH TI-!E FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE: A THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPl.ERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 1 OO:ic COVERAGE. B GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PRCV!DING 100:C COVERAGE. 2. AROO SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY TI-!E CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. TI-!E PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF TI-!E PROPOSED SYSTEM. 3. IRRICATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF TI-!E HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: A. 20 LBS. PER ACRE OF ROSE CLOVER B. 20 LBS. PER ACRE OF ZORRO FESCUE C. J LBS. PER ACRE OF E SCHOOL CIA CAUFORNICA D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOUA E. 3 LBS. PER ACRE OF AL YSSUM (CARPET OF SNOW) F. 1 /2 LB. PER ACRE OF DIMORPHOLECA G. ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE OMllTED ON LOCATIONS WHERE THE /\REA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENfAL STRUCTURES. H. ITEM A OF THIS SUBSECTION MUST BE INOCUlATED WITH A NITROGEN FIXING 8/\CTERIA AND APPLIED DRY EllliER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH TI-!E CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. J. NON-PHYTO-lOXIC WETTING AGENTS MAY BE ADDED TO THE HYOROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PE.R ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAi... WHEN STRAW IS USED IT MUST BE ANCHORED TO TI-!E SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50:C OF THE STRAW INTO THE SOIL 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFi'.TE, 16-20-0, WITH 15'°' SULPHUR APPLIED AT THE RATE OF !iOO LBS. PER ACRE. D. AROO TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY 00 OR A COMBINATION OF: A. TRACK WAI.KING SLOPE-S STEEPER THAN 6: 1. B. HARROWING AROO 6:1 OR FJJ\TTER THAT ARE SUFFICIENTLY FRIABLE. C. RIPPING AROO THAT WILL NOT BREAK UP USING ITEMS A DR B, ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTiNG BY: A. ADJUSTING THE SURFACE SOIL MOISTIJRE TO PROVIDE A DAMP BUT NOT SATIJRATED SEED BED. B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AROO SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR ARE>:3 WHERE HYDROSEEDING IS frlE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLE.1£0 AND ALL BONDS RELEASED. STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUC1£0 BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FJELD OF APPLIED SOIL MECH/\NICS, ON THE PREPARED BASD.1ENT SOIL THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. ALL UNDERGROUND UTILITIES AND lATERALS SHALL BE INSTAl.lED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 3. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WlllilN TWENTY FEET OF BUILDING OR STREET ARE>:3 AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER ARE>:3 TI-!E PIPE WILL BE PLUGGED Willi CONCRETE OR REMOVED 1:3 APPROVED BY THE CITY ENGINEER. LES 4-. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. ENGIN 5. TWO (2) SE.TS OF SURVEY (CU1) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. SUBDRAIN NOTES 1 • SUBORAIN MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE Willi TI-!E "CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SYSTEM -DESIGN CRITERIA, STANDARD DRAWING AND SPECIFICATIONS", AND frlE STANDARD SPECIFICATIONS, MARCH 1993, AND TI-!E STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, lATEST EDITION (GREEN BOOK). 2. THE CCNTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DMSION OF INDUSTRIAL SAF1ETY BEFORE 00 EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAF1ETY ORDERS. 3. BEFORE 00 CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY TI-!E DISTRICT'S ENGINEER AND SUPERINTENDENT. . ,.,,._. ---~i di 4. BEFORE CONSTRUCTION-BEGINS IN 00 PUBLIC RIGHT OF WAY, i'. CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. TI-!E CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING or CCNSTRUCTION (TELEPHONE NO. (760) 438-3891). MISCELLANEOUS NOTES A. TI-!E CITY OF CARLSBAD WILL ONLY MAINTAIN SUBDRAIN LINES LOCATED IN DEDICATED CITY RIGHT-OF-WAYS AND EASEMENTS WHICH HAVE ALL WEATHER VEHICULAR ACCESS. B. NEW SUBDRAIN LINES i\ND lf>PURTENANCES SHALL REMAIN PLUGGED AND/OR DISCONNEC1£0 UNTIL THE CITY AUTHORIZES ITS USE. C. SUBDRAIN LATERALS CCNSTRUClID FROM TI-!E PROPERTY LINE TO THE BUILDING SHALL BE PER TI-!E UNIFORM BUILDING CCDE. 1) THE VERTICAL CLEANOUT SHALL BE STUBBED AND Cli'PED 3 FEET Afj(JVE ROUGH GRADE DURING GRADING AND/OR CONSTRUCTION OF PROJECT. 2) ALL SUBDRAIN lATERAL TAPS ON EXISTING SUBDRAIN LINES SHALL BE BY "SHEWER" OR APPROVED EQUAi.. ALL WORK WILL BE INSPECTED BY A CITY REPRESENTATNE. J) A THREE-INCH (3") HIGH ·so· SHALL BE STAMPED ON THE CURB FACE AT ALL SUBDRAIN lATERAL LOCATIONS. D. SUBDRAIN ACCESS-HOLES 1) THE TOP CONE SHALL BE 6" BELOW FINISHED SUBGRADE. CIRCULAR STEEL COVERS SP.ALL BE PLACED ON THE ACCESS-HOLES DURING SUBGRADE PREPARATION AND 8/\SE ROCK GRADE WORK, IN ORDER TO KEEP THE SUBDRAIN SYSTEM CLEAN. ADDITIONALLY, ROADWORK /lOOVf. LIVE SUBORAIN ACCESS-HOLES SHALL REQUIRE PLYWOOD TYPE SHEETING BE PLACED INSIDE THE ACCESS-HOLE AND Afj(JVE TI-!E CHANNEL TO KEEP 00 DEBRIS FROM ENTERING THE SUBDRAIN LINE. E. STANDARD SUBDRAIN IMPROVEMENT PLAN NOTES 1) ALL SUBDRAIN MAIN AND APPURTENANCES SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD SEWER SYSTEM -DESIGN CRITERIA, STANDARD DRAWINGS AND SPECIFICATIONS", lATEST EDITION AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTIION, lATEST EDITION (GREEN BOOK). 2) THE CONT"r<ACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DMSION OF INDUSTRIAL SAF1ETY BEFORE 00 EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF TI-!E STATE CONSTRUCTION SAFETY ORDERS. 3) BEFORE CONSTRUCTION BEGINS IN 00 PUBLIC RIGHT-OF -WAY A CITY RIGHT-OF-WAY PERMIT SHALL BE REQUIRED. 4) THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THEIR DESIRE TO BEGIN CONSTRUCTION. TELEPHONE: (760) 438-3891 B: URE AU V,E RITA S Bcrry1nan & Ilcnigar 11590 West Bernardo Court Suite 100 San Diego, CA 92127-1624 CATE iNITl.11..L SHEET 10 Tel: (858) 451-6100 Fax: (858) 451-2846 www.Js.bureauveritas.com CITY OF CARLSBAD ~ ~ ENGINEERING DEPARTMENT RANCHO SANTA FE ROAD SLOPE STABILIZATION NOTES AND SPECIFICATIONS DATE d->'~-,!}y DATE ENGINEER OF 'NORK REVISION DESCRIPTION Q"'."HER APPROVAL CATE [ iNITIAL CITY A.PPROvAL DWN BY: ___ ! !--PROJECT NO. '1 □RAWING NO. CHKD BY: ___ i i RVWD BY: 1 l~ __ P._0_0_5_13 __ 435-9A ol------------------------------------------___;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:.J f- '° 0 2 <I V V ,I C C n ' V ~ [ n PVC SUBDRAIN PIPE SPECIFICATIONS A. GRAVITY SUBDRAJN PIPE AND FITTINGS SHALL HAVE PVC CONFORMING TO ASTM D3034 FOR DIAMffiRS 4" - 15" AND ASTM F 679 FOR 18" -24", WITH INTEGRN..-BELL CASKETED JOINTS (GASKET AND SPIGOT END JOINT DESIGN). PIPE SHALL BE MADE OF PVC PLASTIC HAVING A CELL CLASSIFICATION Of 12454-B OR 12364-B AS DEFINED IN ASTII D 1784 AND SHALL HAVE SDR OF 35 AND A MINIMUM STIFFNESS OF 46 PSI ACCORDING TO ASTM D 2412 UNLESS OTHERWISE SPECIFIED. B. ALL FITTINGS AND ACCESSORIES SHALL BE AS MANUFAC11JRED AND FINISHED BY THE PIPE SUPPLIER OR APPROVED EQUAL AND HAVE BELL AND SPIGOT CONFIGURATIONS COMPATIBLE WITH TI-IAT OF THE PIPE. C. PVC PIPE JOINTS SHALL BE lliSTOMERIC GASKET JOINTS 1YPE CONFORMING TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS (GREENBOOK) MOST RECENT EDITION. RUBBER GASKETS SHALL BE FACTORY INSTALLED AND CONFORM TO ASTM F 477. PIPE JOINTS SHALL HAVE BEEN TESTED AND MEET WATERTIGHT PERFORMANCE REQUIREMENTS OF ASTM D 3212, "JOINTS FOR PIPE USING FLEXIBLE El.ASTOMERIC SEALS." D. PVC C-900 SHALL BE USED FOR GRAVllY SUBORAJN PIPElJNES WITH DEPTHS EQUAL OR GREATER THAN 15 FEET. E. USE Of OTHER PIPE AND FITTING MATERIALS AND lYPES MAY BE REQUIRED BY THE CllY ENGINEER TO MEET SPECIFIC CONDITIONS DURING DESIGN OR CONSTRUCTION. F. SERVICE CONNECTIONS TO THE SUBDRAIN MAIN SHALL BE WATERTIGHT AND NOT PROTRUDE INTO THE SUBORAIN PIPE. ALL MATERIALS USED TO MAKE THE SERVICE CONNECTIONS SHALL BE COMPATIBLE WITH EACH OTHER AND WITH THE PIPE MATERIAL TO BE JOINED AND SHALL BE CORROSION PROOF. G. COUPLINGS USED FOR REPAIR, OR TRANSITION TO DISSIMILAR PIPE MATERIALS SHALL BE APPROVED BY THE CllY ENGINEER AND PROVIDE CORROSION PROOF WATERTIGHT SEAL SUBDRAJN PIPE INSTALLATION THE CONTRACTOR SHALL FURNISH AND INSTALL PIPE, SPECIALS, FITTINGS, CLOSURE PIECES, SUPPORTS, GASKETS, JOINTING MATERIALS AND ALL OTHER APPURTENANCES AS SHOWN AND AS IS REQUIRED TO PROVIDE A COMPLETE AND WORKABLE INSTALLATION. PIPE INSTALLATION SHALL BE AS RECOMMENDED IN UNl-8-5 EXCEPT AS MODIFIED AND AS SHOWN ON THE APPROVED PLANS. A. INSTALL PIPE ACCORDING TO THE MANUFACTURER'S APPROVED ORDER Of INSTALLATION AND TO THE PROPER LINES AND GRADES AS SHOWN ON THE APPROVED PLANS. 1) PIPE SHALL BE INSTALLED WITH PIPE BELLS UP-GRADE. LAY PIPE UPHILL IF THE GRADE EXCEEDS TEN PERCENT (10!1{). 2) INSTALLATION TOLERANCES FOR PIPE INSTALLATION SHALL NOT Vf,ff( MORE THAN 2" HORIZONTALLY AND 1 • VERTICALLY FROIJ THE ALIGNMENT AND ELEVATIONS SHOWN ON THE APPROVED PLANS. 3) AVOID REVERSE SLOPES: ANY PIPELINE INSTALLED WITH REVERSED SLOPE, AS EVIDENCED BY PONDING OF WATER OR SAG, IS NOT ALLOWED. SUCH PIPELINE SHALL BE REMOVED AND REPLACED AT THE PROPER LINE AND GRADE TO THE NEAREST UPSTREAM AND DOWNSTREAIJ SUBDRAJN STRUCTURE. B. THE PIPE SHALL HAVE FIRM BEARING ALONG ITS FULL LENGTH AND BELL HOLES SHALL BE PROVIDED AT EACH JOINT TO PERMIT VISUAL INSPECTION Of THE JOINT AND PREVENT THE PIPE FROM BEING SUPPORTED BY THE BELL END OR THE COUPLING. C. PIPE CURVATURE SHALL COMPLY WITH DESIGN REQUIREMENTS SPECIFIED UNDER 5. HORIZONTAL AND 1/ERTICAL LAYOUT OF THE CllY OF CARLSBAD, ENGINEERING STANDARD, VOLUME 1. MECHANICAL MEANS SHOULD NOT BE USED TO ACCOMPLISH BENDING. BENDING SHOULD BE DONE MANUALLY BY WORKERS IN THE TRENCH. CURVATURE WILL BE ACCOMPLISHED BY BENDING THE PIPE RATHER TI-IAN DEFLECTING JOINTS, WITH PIPE LENGTHS FIRST ASSEMBLED IN A STRAIGHT LINE AND THEN OFFSET. D. PVC WYES SHALL BE LOCATED AS SHOWN ON THE APPROVED Pl.ANS AND IN ACCORDANCE WITH THE STANDARD DRAWINGS. WYES SHALL NOT BE PLACED CLOSER TI-IAN 5 FEET FROM THE EXTERIOR OF ANY STRUCTURE SUCH AS ACCESS-HOLES. E. WHEN THE WORK REQUIRES AND THE SIZE Of THE PIPE ALLOWS ENTRY OF PERSONNEL INTO THE PIPE, THE CONTRACTOR SHALL COMPLY WITH ALL FEDERN.. AND STATE REGULATIONS FOR CONFINED SPACE ENTRY. WORK INSIDE THE PIPElJNES SHALL NOT BE UNDERTAKEN UNTIL ALL TESTS AND SAFETY PROVISIONS OF THE CODE OF FEDERAL REGULATIONS 1910.146 AND THE GENERAL SAFETY ORDERS OF THE CALIFORNIA CODE OF REGULATIONS, TITLE 8, SECTION 5159 FOR CONFINED SPACE ENTRY HAVE BEEN PERFORMED AND THE AREA IS VERIFIED AS SAFE TO ENTER. SUBDRAJN LATERALS A. THE CONTRACTOR SHALL INSTALL SUBDRAIN LATERN..S USING WYE FITTINGS S1ZED AND LOCATED AS SHOWN ON THE APPROVED PLANS. B. ALL SUBDRAJN LATERALS SHALL RUN PERPENDICULAR FROM THE SUBDRAIN MAIN TO PROPERlY LINE. THEY SHALL BE BEDDED, BACKFILLED AND COMPACTED IN THE SAME MANNER AS THE SUBDRAJN MAIN THEY'RE CONNECTED TO. SUBDRAJN PIPE CLEANING A. ALL SUBDRAIN PIPE SHALL BE THOROUGHLY FLUSHED WITH CLEAN WATER, FROM ACCESS-HOLE TO ACCESS-HOLE WITH AN APPROPRIATELY S1ZED INFLATABLE BALL B. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED FROM EACH ACCESS-HOLE PRIOR TO REMOVAL OF EXPANDABLE PLUGS. C. WATER USED IN FLUSHING THE NEW SUBDRAJN MAINS AND LATERALS SHALL NOT BE DISCHARGED INTO THE EXISTING STORM DRAIN SYSTEM. MANDREL TESTING A. FDl.LOWING SUBDRAJN PIPE INSTALLATION, TRENCH COMPACTION AND INSTALLATION OF OTHER UTILITIES AND PRIOR TO THE PLACEMENT OF PERMANENT PAVEMENT, ALL SUBDRAJN LINES SHALL BE MANDRELLED TO CHECK FOR OBSTRUCTIONS. A RIGID MANDREi.. CIRCULAR IN CROSS SECTION, HAVING A DIAMETER OF 95!1{ OF THE INSIDE PIPE DIAMETER AND EQUAL IN LENGTH TO THE PIPE DIAMETER, SHALL BE HAND PULLED THROUGH THE PIPE. B. THE CONTRACTOR SHALL CORRECT OBSTRUCTIONS ENCOUNTERED BY THE MANDREL. IF AN OBSTRUCTION IS ENCOUNTERED, THE CllY ENGINEER OR THEIR REPRESENTATIVE SHALL APPROVE THE CORRECTIVE MEASURE PRIOR TD IMPLEMENTATION. Underground Service Alert of Southern California Call: TOLL FREE 800-422-4133 TWO WORKING DAYS BEFORE YOU DIG RE-NOTIFY EVERY TWO WEEKS TICKET # _________ _ DATE CALLED: _______ _ CLOSED CIRCUIT ilEYISION INSPECTION A. A CLOSED CIRCUIT TELEVISION SHALL BE CONDUCTED OF THE NEW SUBDRAIN LINES AFTER SUBDRAIN PIPE CLEANING AND THE MANDREL TESTING. B. CLOSED CIRCUIT TELEVISION INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE REGIONAL SUPPLEMENT AMENDMENTS TO THE SSPWC, 500-1.1.5. VIDEO DOCUMENTATION SHALL BE MADE AVAILABLE WITH VHS-FORMAITTD TAPE AND/OR DIGITAL FORMAITTD (DVD) PER THE ENGINEERS REQUEST. C. ALL DEFECTS AND EVIDENCE Of REVERSE SLOPE BY PONDING OF WATER OR DIPS IN PIPE ALIGNMENT REVEALED BY THE CLOSED CIRCUIT TELEVISION INSPECTION SHALL BE REPAIRED TO THE SATISFACTION OF THE CllY ENGINEER AT THE CONTRACTORS EXPENSE. PRECAST CONCRETE ACCESS-HOLE SPECIFICATIONS GENERAL SPECIFICATIONS A. ALL PRECAST ACCESS-HOLES SHALL MEET THE APPROPRIATE SPECIFICATIONS, ASTIJ C478, CONCRETE AND ASTII A48, GRAY IRON CASTINGS. B. PRECAST REINFORCED CONCRffi ACCESS HOLE RISER AND TOPS SHALL BE CONSTRUCTED OF CLASS A CONCRffi AND SHALL CONFORM TO THE SPECIFICATIONS OF ASTM C4 78, EXCEPT AS HEREIN MODIFIED. THE MINIMUM ALLOWABLE STEEL SHALL BE HOOPS ON NO. 4 WIRE, TO BE CAST INTO EACH UNIT AT ADEQUATE Pl.ACES AS A PRECAUTIONARY MEASURE FOR HANDLING. ACCESS-HOLE COMPONENTS SHALL BE DESIGNED FOR H-20 HIGHWAY LOADS AND S1TE SOLE CONDITIONS. THE MINIMUM NOMINAL SHELL THICKNESS FOR FORMED AND VIBRATED SECTIONS SHALL BE 1 /8 OF THE INTERNAL DIAMETER OF THE RISER OR LARGEST CONE DIAMETER. ACCESS-HOLES SHALL BE FABRICATED ONLY FROM ECCENTRIC TAPER SECTIONS AND STANDARD CYLINDER UNITS OF THE PROPER INTERNAL DIAMffiR. ACCE-SS-HOLE SECTIONS SHALL BE CAST WITHOUT GALVANIZED STEEL LADDER RUNGS. C. DROP ACCESS-HOLES, IF APPROVED BY THE CllY ENGINEER, SHALL CONFORIJ TO THE APPLICABLE PROVISIONS Of THE SPECIFICATIONS FOR PRECAST ACCESS-HOLES (INCLUDING FRAMES AND COVERS). ACC D. ACCESS-HOLE FRAMES AND COVER SETS SHALL CONFORM TO THE REQUIREMENTS DF GRAY IRON CASTINGS IN ASTM A48 FOR CLASS 30 CASTINGS. FRAMES AND COVERS SHALL BE DESIGNED FOR H-20 LOADING. CASTINGS SHALL BE SMOOTH, CLEAN, AND FREE FROM BUSTERS, BLOWHOLES AND SHRINKAGE. MATING SURFACES OF THE FRAME ANO COVER SHALL BE MACHINED TO PREVENT MOVEMENT Of THE LID. FRAMES AND COVERS SHALL BE MATCH MARKED IN SETS BEFORE SHIPPING TO THE SITE. ALL CASTINGS SHALL BE DIPPED TWICE IN A PREPARATION Of ASPHALT OR COAL TAR AND OIL APPLIED AT A· TEMPERATURE OF NOT LESS THAN 290-F NOR MORE TI-IAN 310-F AND IN SUCH A MANNER AS TO FORM A FIRM AND TENACIOUS COATING. COVERS SHALL HAVE THE WORDS "CITY Of CARLSBAD" AND "sUBDRAIN" CAST INTO THE COVER. NO OTHER LETTERING ON THE TOPSIDE WILL BE PERMIITTD. E. THE ACCESS-HOLE BASE SHALL BE POURED IN PLACE AGAINST UNDISTURBED SOIL WITH CLASS "A" PORTLAND CEMENT CONCRETE. THE ACCESS-HOLE STUBS AND SUBDRAIN MAIN SHALL BE SET BEFORE THE CONCRffi IS PLACED AND SHALL BE RECHECKED FOR ALIGNMENT AND GRADE BEFORE THE CONCRETE HAS SET. THE VARIOUS SIZED INLETS AND OUTLETS TO THE ACCESS-HOLE SHALL BE LOCATED AS INDICATED ON THE APPROVED Pl.ANS. THE ACCESS-HOLE BASE SHALL EXTEND 12 INCHES BELOW THE BOTTOM OF THE LOWEST PIPE. INVERT ELEVATIONS OF CONNECTING SUBDRAINS MAY VAff:'( DEPENDING UPON SIZES. WHEN INTERCEPTING FLOWS FROM SMALLER PIPELINES IN ACCESS HOLES, SET INVERT Of THE SMALLER MAINS AT ? Of THE DEPTH OF THE u.RGER MAIN. THE INVERT OF THE ACCESS-HOLE BASE SHALL BE HAND WORKED SO AS TO PROVIDE CHANNELS CONFORMING IN SIZE AND SHAPE TD THE LOWER PORTIONS OF THE INLETS AND OUTLETS. THE CHANNEL SHALL VAff:'( UNIFORMLY IN SIZE AND SHAPE FROM INLET TO oun.rr AND BE CONSTRUCTED HIGHER THAN PIPE AS INDICATED ON THE APPROVED PLANS. THE MANHOLE INVERT CHANNELS SHALL BE SMOOTH AND ACCURATELY SHAPED. CHANNELS MAY BE FORMED DIRECTLY IN THE CONCRETE BASE. ALL TRANSITIONS SHALL BE SMOOTH AND OF THE PROPER RADIUS TO GIVE AN UNINTERRUPTED TRANSITION Of FLOW. THE CONCRffi BASE SHALL BE SHAPED WITH A WOOD FLOAT ANO SHALL RECEIVE A HARD-STEEL TROWEL FINISH PRIOR TO THE CONCRETE SETTNG. IN THE EVENT ADDITIONAL MORTAR IS REQUIRED AFTER INITIAL SET HAS TAKEN PLACE, THE SURFACE TO RECEIVE THE MORTAR SHALL BE PRIMED AND THE MORTAR MIXED WITH "wlilliOLD CONCRffi ADHESIVE" IN THE AMOUNTS AND PROPORTIONS RECOMMENDED. THE BASES SHALL SET A MINIMUM OF 24 HOURS BEFORE THE ACCESS-HOLE CONSTRUCTION IS CONTINUED. , F. STRAIGHT THROUGH CHANNELS IN ACCESS HOLES WITH NO TRIBUTARIES MAY HAVE SOR 35 PVC PIPE INSTALLED THROUGH THE ACCESS HOLE. THE TOP SECTION OF PIPE SHALL BE REMOVED FLUSH WITH TOP OF SH8.F, ALL CUTS SHALL BE NEAT AND DRESSED MINIMIZING BURRS AND ROUGH EDGES. G. EACH ACCESS-HOLE SECTION SI-W_L BE SET IN A BED OF MORTAR WITH BUTYL RUBBER SEALANT ROPE (STD DWG S1A) TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY BANDED AND THE INSIDE AND OUTSIDE AND SHALL BE SET PLUMB. SECTIONS OF VARIOUS HEIGHT GRADE RINGS SHALL BE USED IN ORDER TO BRING THE TOP OF THE ACCESS-HOLE RING AND COVER TO THE ELEVATION ON THE APPROVED PLANS, BUT LIMITED TO A MAXIMUM OF 18 INCHES OF GRADE RING. THE PRECAST CONCRETE ACCESS-HOLE RINGS SHALL BE JOINTED WITH A MINIMUM THICKNESS OF ¼ INCH OF _PORTLAND CEMENT MORTAR ALONG WITH BUTYL RUBBER SEALANT ROPE. MORTAR SHAl.l BE COMPOSED OF ONE PART PORTLAND CEMENT TO TWO PARTS CLEAN WELL-GRADED SAND OF SUCH SIZE THAT ALL PASS A NO. 8 SIEVE. PREFORMED, COLD APPLIED READY-TO-USE PLASTIC JOINT SEALING COMPOUND MAY BE SUBSTITUTED FOR MORTAR BETWEEN UNITS AND SHAl.l BE USED WHEN GROUND WATER IS ENCOUNTERED. THE FINISHED ELEVATIONS ,6.T WHICH THE ACCESS-HOLE FRAMES AND COVERS ARE TO BE SET SI-W_L CONFORM TD THE REQUIREMENTS SET FORTH IN THE APPROVED Pl.ANS. WHERE THE FRAME AND COVER ARE IN EXISTING PAVEMENT OR IN THE TRAVELED WAY OF THE EXISTING ROAO SHOULDER, IT IS TO BE PLACED FLUSH WITH THE EXISTING SURFACE. WHEN THE STRUCTURE IS OUTSIDE THE LIMITS OF THE TRAVELED SHOULDER BUT NOT IN THE ROADSIDE DITCH, IT SHOULD BE PLACED 1/10-FOOT ABOVE THE EXISTING GROUND SURFACE. WHERE THE ACCESS-HOLE COVER FALLS IN THE EXISTING ROADSIDE DITCH OR EASEMENT RIGHT-OF-WAY "OFFSITE", IT IS TO BE PLACED APPROXIMATELY 6-INCHES ABOVE THE EXISTING GROUND SURFACE. ACCESS-HOLE FRAMES SHALL BE SET AT THE REQUIRED GRADE AND SHALL BE SECURELY ATTACHED TO THE TOP PRECAST ACCESS-HOLE SHAFT UNIT WITH A CEMENT-MORTAR BED AND FILLET. AFTER THE FRAMES ARE SECURELY SET IN PLACE, COVERS SHALL BE INSTALLED AND ALL NECESSARY CLEANING AND SCRAPING OF FOREIGN MATERIALS FROM THE FRAMES AND COVERS SHALL BE ACCOMPLISHED TD ENSURE A SATISFACTORY FIT. H. SUBDRAJN PIPE SHAl.l BE FURNISHED AND INSTALLED IN ACCESS-HOLES PE.R THE APPROVED PLANS. ALL STUBS SHAl.l BE PLUGGED WITH STOPPERS OR BRICK WALL PLUGS. WHERE NEW CONSTRUCTION IS STARTED AT THE STUB OF AN EXISTING ACCESS-HOLE, THE CONTRACTOR SHALL BRICK THE OPENING INTO THE ACCESS-HOLE BEFORE THEY REMOVE THE PLUG OR STOPPER FROM THE STUB. SAID BRICKED OPENING SHALL REMAIN IN PLACE UNTIL THE CONTRACTOR HAS TESTED AND COMPLETED THE WORK. I. BRICK AND MORTAR BULKHEADS SHALL BE INSTALLED BY THE CONTRACTOR AT THE DOWNSTREAM END Of ALL UNUSED STUB CHANNELS OVER 5-FEET IN UENGTH TO PREVENT THE CREATION OF A SEPTIC CONDITION RESULTING FROM PONDING OF STORl.4 WATER AND DEBRIS IN THE UNUSED CHANNELS UNTIL THE ACCESS-HOLE STUB IS CONNECTED AND NORMAL SEWAGE FLOW CAN OCCUR. ON SHORT STUBS A PLUG WILL BE REQUIRED. J. TO PREVENT THE ACCIDENTAL USE OF THE NEW SUBDRAJN PRIOR TO COMPLETION AND ACCEPTANCE, THE INLET TO EXISTING TIE-IN ACCESS-HOLES SHALL BE SEALED WITH MORTAR. THE CITY ENGINEER OR THEIR REPRESENTATIVE SHALL APPROVE THE INSTALLATION OF THESE PLUGS. PLUGS SHALL BE REMOVED AT THE TIME OF FINAL INSPECTION OR AS DIRECTED BY THE CITY. K. DAMP-PROOF MATERIAL SHALL BE APPLIED, WHEN GROUND WATER IS PRESENT OR ANTICIPATED AND AT THE DISCRETION OF THE CllY ENGINEER, TO THE EXTERIOR SURFACES OF ACCESS-HOLES IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS. THE MATERIAL SHAl.l BE APPLIED TO ALL EXTERIOR SURFACES BELOW A POINT ONE FOOT AfJOVE THE WATER TABLE OR INDICATIONS OF SEEPAGE OR MOISTURE AS DIRECTED THE CITY ENGINEER. USE WATER-PROOFING MATERIAL FOR EXTERIOR SURF ACE WHEN BELOW GROUND WATER, PER STD DWG S 1 A OR AS REQUIRED BY CllY ENGINEER. L SELECTED CLEAN BACKFILL MATERIAL SHALL BE USED AROUND ALL ACCESS-HOLES. IT SHALL BE COMPACTED BY PNEUMATIC TAMPERS TO OBTAIN A RELATIVE DENSITY Of 95!1{ IN THE UPPER PIPE ZONE, UNLESS OTHERWISE SPECIFIED ON THE APPROVED PLANS. SEE STANDARD DRAWING NO. S5. M. A CLASS A CONCRETE RING SHALL BE CAST AROUND ACCESS-HOLE FRAMES TO WITHIN 3• Of FINISHED GRADE AND CAPPED WITH ASPI-W_T, AS SHOWN ON THE APPROVED PLANS. THE RING SHALL BE PLACED AFTER THE FINAL GRADING OR PAVING TOGETHER WITH THE FINAL CLEANUP. WATER-TIGHTNESS OF ACCESS HOLES A. IT IS THE INTENT Of THE CllY OF CARLSBAD TI-IAT ALL ACCESS-HOLES AND APPURTENANCES BE WATER TIGHT AND FREE FROM INFILTRATION. ALL ACCESS-HOLE JOINTS SHALL USE BUTYL RUBBER SEALANT MATERIAL TO PROVIDE WATER TIGHT SEAL WHERE ACCESS-HOLES ARE TO BE GIVEN A PROTECTIVE LINING OR COATING, THEY SHALL BE FREE Of ANY SEEPING OR SURFACE MOISTURE. THE ADEQUACY OF ACCESS-HOLES AND APPURTENANCES AS TO WATER TIGHTNESS SHALL BE DffiRMINED BY THE CllY ENGINEER OR THEIR REPRESENTATIVE AND SHALL BE TESTED BY VACUUM TEST OF FIWNG WITH WATER. SECTIONS OF ACCESS HOLES BELOW GROUND WATER LEVELS OR ANTICIPATED GROUND WATER LEVELS SHALL HAVE SEALANT MATERIAL INSTALLED ON THE EXTERNAL SURFACE PER STD DWG S1A. :. S[T ,□os;s AND i_XSA v'A /::_ .A 4 3 f 4 iN ( 1 C 3 'f 1 0 :M 1 TRENCH UPSLOPE F.RCM ANO ALON-:; T,i---<f L'NE o~ POSi"S. J. A T;AC,Y ";h'[ F;;_ TEP f"ABR!C '0 ;,1---1£ WIPE revet AI\JD tX.";t.f'.1D iT ,'r../TC Th[ ;RE)./CH II AS BUILT" 2. 5 TAPL[ W1'R[ ([.'VC:i✓G -;c, T'-IE. t"OSTS 4-BA-:;KFILL AND COMPACT f,'-:f EXCA °'/A ";ED 5:Jli ---------------~--- ,; H" A VE L BA S S J '✓ f. :~-------------~------------- 01'-J TQ CURB -~ ----~--------------- GAP ,CJFTWFF","✓· ,8A,,:;S ACTS AS SP.tLi_ NAY' --~ THREE LAv·E~S JF GR4VEL B4GS W!T:-1 [NOS OV[P~APP[O GRAVEL BAGS T I 50°M/I, \ \ : .nuaL,'C e,c;1-11-or -11-'AY .0 P0Vf0[ APPRCJPR;iT[ T.RM-;'SITICN BC7"N[[IV STABILiZ[D Cr:JNS'?'JC~l,JI~ Ety/RANCC ANC ?UBUC S~IGr!T-OF- WA ¥' STA.BILIZED CONSTRUCTION ENTRANCE ESS/ o. 30434 ,j),/£{o, I SHEET I 11 BUREAU VERITAS Berry,nan & llenigar 11590 West Bernardo Court Suite 100 San Diego, CA 92127-1624 Tel (858) 451-6100 Fax: (858) 451-2846 www.us bureauveritas.oom CITY OF CARLSBAD ENGINEERING DEPARTMENT ,vd1rw-9.1!?w.A-L ..11_/lsj..,,o~,_ 1-----+--------------l;---l-- P.E. !•~~ EXP. 'J~jn_ DATE RANCHO SANTA FE ROAD SLOPE STABILIZATION NOTES AN SPECIFICATIONS ~M '1-J..LC:...ln=-taU.1L1:..,_ ______ -+--+--+---+-- CATE INiTIA.L CATE INITIAL [NGINE~R DF WORK ; REVISION DESCRIPTION OTHER Ar'PROV,ll..1 Cl TY APPROVAL 1 Dl'IN BY:--~ 1 CHKD BY: --~ :RVWO BY: PROJECT NO. PD 05-1.J DATE I !. DRAWING NO. : 4J5-9A ~-------~ I I I I I / / I / / I I / / SCALE: 1 " -20' TEMPORARY SHORING PHASE II i-----(SEE ELEVATION ON SHEET ESJ) / TEMPORARY SHOR1NG PHASE I '\-----(SEE ELEVATION ON SHEET ES2) BUILT" CITY OF OCEANSIDE HIGHWAl, 78 PACIFIC OCEAN cosT CITY DF ENCINITAS KEY MAP N.T.S. CAUTION!!! ALL EXISTiNG UTILITIES MAY NOT BE SHOWN ON THESE PLANS. DIG ALFRT & GENERAL CONTRACTOR Sf-<ALL LOCATE & POTHOLE (AS NE-EDED), ALL EXISTING UTILITIES BEFORE SHORING WALL CONSTRUCTION BEGINS. 11-IINK SAFETY: 1. SAFETY MEETING AT LEAST ONCE A WEEK. 2. IN CASE OF ACCIDENT1 CALL GENERAL CONTIRACTOR S OFFICE. STATE OF CALIFORNIA DEPARTl~ENT OF INDUSTRIAL RELATIONS DIVISION OF OCCUPATIONAL SAFETY AND HEALTH TRENCH/EXCAVATION PERMIT NO, ____ _ Underground Service Alert of Southern California Coll: TOLL FREE 800-422-4133 TWO WORKING DAYS BEFORE YOU DIG RE-NOTIFY EVERY TWO WEEKS TICKET // ---------- DATE CALLED: _______ _ CITY OF VISTA (" u, C0S1A A YENUE/ 0 AGU • DULCE COCR ~ ~ \ \~ SI TE LOCA !ION -RANCHO SANT A FE ROAD _,/ ES1 CITY OF CARLSBAD SHEETS 21 ENGINEERING DEPAR™ENT RANCHO SANTA FE ROAD SLOPE STABILIZATION Pl.AN VIEN OVERALL DATE "' 0 I n 0 I •D u w ,-« u z Q u, 5 w O' 330.00' 320.00' 310.00' 300.00' 290.00' 280.00' 270.00' 260.00' ---------------------------------------29 SPACES@ B'-0" = 232'-0" -------------------------------------1 I (D 11 11 11 11 u 11 11 11 11 u ! I ,·-o·J I "A i l SURV MONIT' iNG-·a POIN "TYP.) I i I I I ·c· I j "'I l ·s 8.0.W., 90.00' . ', -f-- 11 11 "D' 11 11 11 11 11 11 u u © (j) --- 11 11 11 11 11 11 11 11 11 11 u _.u © ® I _l ____ _ 11 11 11 11 11 u ® TEMP. 1:1 SLOPE 11 11 11 11 11 u GD 11 11 11 11 11 u @ 1 ;-EXISTING GRADE --------_/_ - . CONSTRUCTION ; BENCH/T.O.W. i I 4" x 12" OF #2 TIMBER LAGGING (TYPICAL, U.N.0.) 11 11 11 11 11 u @ 11 TIEBA (TYPIC ) :'-TIES / BY I I KS NOT NSTALLE PER DI CTION INER AN GEOTEC --------~--- 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 u u u u u ® @ ® ® ® -~ 11 11 11 11 11 u @ I ' I \ TEMP. 1: 1 SLOPE T.O.W.= _ -------~-----5Tr.o_.w.-331.00· ---/-~";T.O.W.=332.00' ' -, .O.W.= T.O.W."'.i 329m // # (T.O W-y25.00 . 326 _or' 327.00:-• , ~ 326.00 MAX.) · · , 1 j / ES6 I '/ / vv/ V SOLDIER BEAM, TYPICAL SEE SCHEDULE FOR SIZE \ --L_ --II\ @ \-DE 0 EST BCJi~TOM OF :~XCAVATII~ Al bWED (SA #8-21)1 f 290 0~1 11 11 11 u u u 11 11 11 11 u 11 11 11 11 u 11 11 11 11 u : : \_ MIN. TOE EMBEDMENT EL.=285.00' 11 (FOR B.O.W.=300.00') u --MAX. BOTTOM OF BEAM=275.00' (FOR B.O.W.=300.00') @ @ ® @ @ -r -- 11 II~ ® ' ' 11 11 ' I 11 11 I 11 11 MIN. TOE EMBEDMENT EL.=271.00' ' 11 11 (FOR B.O.W.=290.00') ' ' u u ' ' ' @---.._,_____ MAX. BOTTO~ OF B~AM=259 oo' I@ (FOR 8.0.W.-290.00) ' -BOTTOM OF EXCAVATION ELEVATION VIEW -LOOKING SOUTHEAST SCALE: 1" = 10' 3.30.00' 320.00' 310.00' 300.00' 290 00' 280.00' 270.00' 260.00' NOTE: FOR DIMENSIONS "A" ·a· "c" "H" & ·s·, SEE SOLDIER BEAM & TIEBACK SCHEDULE ON SHEET ES7 340.00' 330.00' 320.00' 310.00' 300.DO' 290.00' 280.00' 270.DO' 260.00' NOTE: FOR TIEBACK LOCATION SEE SCHEDULE ON SHEET ES7 --r BOTTOM OF EXCAVATION_/ NOTE: EXTEND SOLDIER BEAM TOE TO BEDROCK CONTACT IF UNSUITABLE MATERIAL IS ENCOUNTERED @ BOTTOM OF MIN. TOE EMBEDMENT. ' MIN. TOE EMBEDMENT El.=271.00' I"" --(FOR B.O.W.=290.00') ' . .lJ j MAX. BOTTOM OF BEAM~259.00' k I (FOR B.O.W.=290.00') _/ (ADDITIONAL TOE MAY BE REINFORCED 2,500 PSI STRUCTURAL CONCRETE. CONTACT EARTIH SUPPORT SYSTEMS FOR REINFORCING DETAILS, IF REQUIRED). '£AJ?f/lSIJPP0/1fSYSTfAfS1 C: :~~~J'; CR~c~~: ;.:~J.ION APPROXIMATE GWT ELVATION ___ -;z:_EL. 340.00' __ PRIOR TO FAILURE __ = APPROXIMATE GWT ELVATlON __ ~V _ PER PIZOMETER ON 1/J~05 _ APPROXIMATE GWT ELVATION _ y _PER WELL ON 5/1~05 __ 340.00' 330.00' 320.00' 310.00' 300.00' 290.00' 280.00' 270.00' ES2 260.00' l----+--+----------+------1---l-------J--l ~ CITY OF CARLSBAD ~ ~L:.:_j=='...'.::::==E=NG=\=NE=E=Rl=NG=D=EP=A=R=™=E=NT===--'=~====: "AS BUILT' r ii,., I •·t-,___ +---,___ __ - · , I RANCHO SANTA FE ROAD SLOPE STABILIZATION SOUTHEAST EL£VATION JND SECTION, BEAMS #1 -30 ..... 18JJDIAMONDSTREETSUITE201 .r v :S'AN M4RCOS, CA 92018 y P.E. <.C4,f<, EXP. ,11~!,rl DATE -------·t---i--------r- -----1---1----+----• . TEL (160) 161-0492 /1/ G,OJ•06 ._~~AX ( 760) 161 ·049J -R--:IC-,-AR::-:D--:0-J--:O-,-F:6-~,P'--X, -~----,R,--. C,--. E.,-_--:6--:8-43,..,6----,EX--:P-. -9---30---0-7--D-A-TE-{l-l~a2._ DATE -----l--- DATE INITIAL ENGINEER Of 'i,<JRK REVISION DESCRIPTION DA 1E INITIAL DA 1E INITIAL OTHER APPROVAL CITY APPROVAL O\\iN BY: I PROJECT NO. I DRAWING NO. CHKD BY: --PD 05-IJ 4J5-9A RVWD BY: 330.00' 320.00' 310.00' 300.00' ------------------TEMPORARY SHORING TO BE ABANDONED IN PLA.CE --------------- --------------------17 SPACES @ 8'-0" = 136'-0" ------------------- --------------------TEMPORARY SHORING TO BE REMOVED---------------------------- EXISTING GRADE 7 WALER ELEV. , = 302 so· -\ I . ' 0 z w IJJ . 0 Ul 1 TIEBACK (TYPICAL) 4" x 12' DF #2 TIMBER -1 LAGGING (TYPICAL, U.N.O.) , \ \ T.O.W. 13~~-:. EXISTING GRADE \\ , 315.0D'· ', T.O.W. ., - \311.00' \ T.0.W. ~ I WALER (SEE 1 /ES? \ 308 nr,,' 1 ' -------10 SPACES @8'-4" = 83'-4"--------------1---23'-10"---]-----7 SPACES @8'-4" = 58'-4"-------~ ! ;FOR DETAIL,TYP.) \ T.O."~;,, v . .JJ'<' 1 ~ \ i I O I ' T,Q,W, c~Q5.0u'. ,l.., \ I i NOTES( 1. EXISTING BE.RM TO BE REMOVED TO T.O.W. PRIOR-, "' 'TOW I T.O.W. 302.00'. -1 .---....,\_ ~I 1'-9" (TYP.) --'- ...., ____ ..., T.O. W. TO ·w WALER ELEV. --,315. QQ' , . , T Q W / = 305 5Q' -314.00' , ··,TOW --3J 2 00': 311..00' T.O.W. I -• -3(29.00' I i------m-_ li'l'iE:=-~f--_j I ! TO EXCAVATION IN FRONT OF SHORING WALL. \ -=,-.,i.-~T9.8,o~_-0W~0-bj, t/ £:29~·9'.;,);·9~~~•/ r--=3ono,,:c.O;,_.O:.._' 11-. "A 1 • ' (ili)Eil -1-·-' , 'Iv ER ELE ! [ EXISTING GRADE~\ [I '~ j~R~ARccs ALLOWED BEHIN~~OLo~~ BEAMS_\ ____ ~ 1-" j . 1· 1-( . I /" ::•oo· . I / :':.rt,,~~;-;,.onE~rr-.Ev-;.,ry 290.00, --- ----, - - -~-..,, ---TT""--...-T-"'.o_.w_._="29 .. 1_.o ___ o·_.,....-.---,.,----,..,...----r..,...-~1, -' . ---·""T..:<;O.:.:;W.:.,.,=..::2.,-9,1:,;,..0::.:,lO._.'' --------;::;..---..----,·....--""'""1'.-----[ ~~~=;=.,--:.::::-- -- - -'\ ,"/ I tj.".'"· ·, TEMP. 1:1 \ ,,.. , -e-TE-"P.-l·.l ,,.. /,. -"B' I'!' ,, I :,,"/11 1)'93.00' I ' SLOPE "H" _,, ·--,;c-m--t+-----t+-+--:t-L-11"'''1 ,:; ,, 1 "H" 330.00' 320.00' 310.00' 300.00' 290.00' SLOPE / ' '" I -+ ' WALER I EV. / I ' L,_J I V I "H" = 291.5 Ji!-"--1l' W ". I/ "I' T.O.W.=285.00'-,ir-+_,,.-,,?il """-l',--t-T.OW=285.oo·-~ / , "s" ....-----( 7'-0" 1 28~.oo· ' I \,/----/~® @ '1 @ 280.00' , .. ! " , / / / 2 -BENCH I~ ' , 280.00' ---ff'---..++------tt--r-tt-::-:::":':':-tf:::-::"'.~--tt-+--tt---tt---tt-----'· ~ ----v /.. ... TEMP. -., 1 ® ES 6 lwALER ELEV. l rl P. 1: 1 ' OPE 1 I ✓ 1 1 a.a.w.~ 80.aa· "" ,, ,✓, -a.o.w. 1 5· 1 rr ~ @, \®· 1 63 = 300 _00• I "---1· THICK __/ --1-ift-,---;:,t~-;:,:-;,tjb----''--it-t--tt---tt--.-:+-~~ -27s.oo· s·LoPE Y"1.I , 1 / STEEL PLATE \ B .W.=275 0 @ \ / B.O.W. 280.00' 1 "71 ! "-' ' ' I I I 270.00' 260.00' 1 "D" (TYP .• u.o.N.) ,1 .. D.. a ._ 1 a a a / a a aJ a a rr Tf rr_, rr rr rr 1 1, rr rr-1 rr Tf ® ·\ i/ "o .. ' I I 1 a rr rr I rr rr I rr , rr rr t AODl:IONAL TIEBACK ® ® ® / @ @ ® @ @ @ @ @ @ @ @ @/ @ @ @ @ I@ \@ ® ® @ @ l ® ON WALER (7 TOTAL, BOTTOM OF EXCAVATION / BOTTOM OF EXCAVATION __j WALER ELEV. J L BOTTOM OF EXCAVATION WALER ELEV. SEE SCHEDULE FOR ~ 281.00' = 296.50' ADDITIONAL TIEBACKS ON SHEET ES7). ELEVATION VIEW -LOOKING NORT~1WEST NOTE: 1. FOR DIMENSIONS 'A' "B" 'c" "D" 'H" & "s", SEE SOLDIER BEAM & TIEBACK SCHEDULE ON SHEET ES? 2. TEMPORARY SHORING FROM SOLDIER BEAMS #31 TO #49 TO BE REMOVED AFTER COMPLETION OF WORK. SCALE: 1" = 10' 320.00' 310.00' 300.00' 290.00' 280.00' 270.00' EXISTING GRADE\ --------~- -g' _,. 7 --·r---- PROPOSED TEMPORARY SHORING --., TO BE REMOVED AFTER COMPLETION OF WORK --,- BOTTOM OF EXCAVATION-_/ 0 _,✓, EXISTING RE SI OEN CE I,-1 --, CROSS SECTION SCALE: 1 "= 1 O' ---, EXISTING GRADE ~/\ ---- PROPOSED TEMPORARY SHORING -., TO BE REMOVED AFTER COMPLETION OF WORK --r-, BOTTOM OF EXCAVATION-1 a ~--EXISTING RESIDENCE CROSS SECTION 1,..ESJ_., SCALE: 1 "= 1 O' EXISTING GRADE _ -------------------~------/ --------- ,, ,,. ---------- /'·~APPROXIMATE LOCATION OF / FAILURE PLANE --T---, BOTTOM OF EXCAVATION~ D ~ ,' 3' CROSS SE<:TION ',..ES3...1 SCALE: 1 "= 1 o· EXISTING GRADE~, @ ACCESS RAMP ' PROPOSED--.. :-_---~---7j ___ _ TEMPORARY <: :::-. I ' SHORING 20'-::.,c <:::, \_ APPROX;MATE LOCATION OF <::: '"-F Al LURE PLANE --::::.-::.::.::::: ::.:::::::::-.: -.:.:.-::::::.-:::: ::::, L=35' : BOTTOM OF EXCAVATION_; t8' MIN _j a , 4 ' CROSS SECTION ~~ SCALE: 1 "= 1 o• CITY OF CARLSBAD ENGiNEERING DEPARThlENT l----+---+--------------1----+---+---+---• ~ 270.00' 260.00' 320.00' 310.00' 300.00' 290.00' 250.00' 2 70.00' ES3 / -,i"AS BUILT 1' RANCHO SANTA FE ROAD ~i>PflSS19-1, SLOPE STABILIZATION (s'{yc,~ Jo,?/(<':t._ NORTHWEST ELEVATl~N AND S£CTION, BEAMS #31-66 2 ~ ~ ';. ~ ,,1._.~t,s,- . ~ No. 68436 f;l ,. ~ , 1 / 1 DA/TE AP,'P-~~=-~-vG=,L-,~"l'JX'~' _?/~~-· -,:;. .,7 t,, -'SAN MARCOS, CA 92018 ;})\ ~ Exp. 9/3o/o7 '; P.E. ,,-J-.> . .-1. EXP. ...,,_ "·3 ~.,-,.,.,,,,, ( /'¥:, '= '~:::;.,.,..,.,.-~:-':f:,:'-:-::,;;-:~;--,'./ li,J ~ :3 r°,()'.J.. '11!. J>; /4..:-j r;::;::,;-:-;-;:;-;;:-;--;;-:;-----------1---t---t-~------------+----+--t----+---I CITY ENGINEER Pf 33069 EXP./nt3c/08 DATE ~ TEL (760) 761-0492 ');-0 :, r.,q "'lfc;~~f!J;, REVIE\JED BY, /1\ OWN BY: I PROJECT NO. I DRAWING NO. :s --.:....1~AX (160) 761-0493 -=R-:IC-,-A"'RD:--:Oc-c:JO:-:::R-::-;.1-, /:y,':-c, /'--R:::-_-::-c_-:::-E.-6::-:8:--:4-::-36:----:E:c:X=-P.-9=---=3:-:-o--o::-:7:---:-DA-:TE=--,.,,~.;,'1.f+~ .. ,VftpL-')I-~ -,7 ENGD\ANEr£ER '~NlwonARLK REVISION DESCRIPTION f--DA_TE~_IN_ITIA_L-+-_DA_TE~_INI_TIAL--1 CRHVKWDD BBYY:. --PD 05-13 4J5-9A "'L ____________________________________________________________ :J{•i:.:!•-!~~~P::C::E~:.:•.!:!□~R __ .!,,':_ ____ ..,:D~AT;.:E:.___J_.::....:__.:::_ ..... -__:......J. _____________ .L:..:oTH:_::ER::...:_:AP.:_:PR:_CV.:.:_:A:_L i__:Cl:_TY.:...:.::_AP ..... PR:,:_OV.:_:AL:...l.:~::::'.::::'.:::::~~'.::'...'.::· :=:=:=:=:=:=:::'..'.::::=:=:=:::::J 340.00' 330.00' 320.00' 310.00' 300.00' 290.00' 280.00' 270.00' 260.00' NO TE: FOR TIE.BACK LOCATION SEE SCHEDULE ON SHE.ET ES 7 w 0 I "' 0 I "' 0 w ' "" " z 0 en 5 w "' APPROXIMATE GWT ELVATION __ -s;z:_EL. 340.00' __ PRIOR TO FAILURE __ = / ,,,.-- / / / _, / / / / ----------------z /,-' CONSTRUCTION\ / '"' TEMP. SLOPE ,,,, BENCH/T.O.W. \, / ~AR~IES, 1:1 MAX. EXISTING GRADE~ // \ _/ ,,,-APPROXIMATE LOCATION OF ' ,,, ~ --ROCK FILL PLANE ',.,,,, PROPOSED ~-~ ,-,-TEMPORARY 340.00' 330.00' 320.00' ~--~ A~ROXIMA TE LOCATION OF F 0 AILORE PLANE APPROXiMATE GWT ELVA llON _y_ PER PIZOMETER ON _5/J-6/05_ / / / ,,,, SHORING j_ APPRO:~E LOCATION OF --r BOTTOM OF EXCAVATION_/ NOTE: EXTEND SOLDIER BEAM TOE TO BEDROCK CONTACT IF UNSUITABLE MA TERI AL IS ENCOUNTERED@ BOTTOM Of MIN. TOE EMBEDMENT. ·'si MIN. TOE EMBEDMENT EL.=271.00' --(FOR B.O.W.~290.00') ·(f (FOR B.O.W.-290.00) r: 1• (ADDITIONAL TOE MAY BE REINFORCED ~ ~J J MAX. BOTTO~ OF B~AM=259.00' U 2,500 PSI STRUCTURAL CONCRETE. CONTACT EARfrl SUPPORT SYSTEMS FOR REINFORCING DETAILS, IF REQUIRED). ..... SAFETY CABLE RAIUNG (TYPICAL AROUND ENTIRE SHORING PROJECT) --- (BY OTHERS) ' EQ. j 4l• 1 EXISTING j EQ. j / GRADE l ' I ! BOTTOM OF---' EXCAVATION "Ou m---~t~-~- -.-TIMBER LAGGING SEE ELEVATION --1 SACK SLURRY (ABOVE TOE) SOLDIER BEAM !+--(SEE SCHEDULE FOR SIZE) 1 SACK SLURRY TOE (2,500 PSI STRUCTURAL CONCRETE REQUIRED FOR BOTTOM 10 FEET OF TOE). I G SHAFT DIAMETER -.+--(SEE SCHEDULE FOR SIZE) NOTES: 1. N£W STRUCTURE NOT SHOWN FOR CLARITY. 2. FOR DIMENSIONS "D" & "H", SEE SOLDIER BEAM & TIEBACK SCHEDULE ON SHEET ES7. SOLDIER BEAM SECTION (CANTILEVER) N.T.S. 'EAl?Tfl S/JPPOl?T SYSTEIJS SAFETY CABLE RAILiNG (TYPICAL AROUND ENTIRE SHORING P~OJECT) (BY OTHERS) "H .. BOTTOM OF _J EXCAVATION f I "D" APPROXIMATE GWT ELVAllON --~_PER WELL ON 5/1~05 __ _ 2" I . -. ' 1:~a· MIN_-...1 SOLDIER BEAM ,..--(SEE SCHEDULE FOR SIZE) 1 SACK SLURRY TOE ~(2,500 PSI STRUCTIJRAL CONCRETE i REQUIRED FOR BOTTOM IO FEET OF TOE). -~_:J SHAFT DIAMETER • ----(SEE SCHEDULE FOR SIZE) NOTES: 1. NEW STRUCTIJRE NOT SHOWN FOR CLARITY. 2. LAGGING NOT SHOWN AT TIEBACK FOR CLARITY. 3. FOR DIMENSIONS • A" "D' "H" & "s", SEE SOLDIER BEAM & TIEBACK SCHEDULE ON SHEET ES7. / / / / 6"~ CEMENT_\ GROUTED TIEBACK ANCHOR PLUG W/POST GROUTING FAILURE PLANE I --r--J so· soTToM OF EXCAVATION / NOTE: EXTEND SOLDIER BEAM TOE TO BEDROCK CONTACT IF UNSUITABLE MATERIAL IS ENCOUNTERED@ BOTTOM OF MIN. TOE EMBEDMENT. 1. t I' J' e8' MIN. --MiN. TOE EMBEDMENT EL.=285.00' (FOR B.O. W.=310.00') }L r MAx. soTToM oF s~AM=27s oo· J!.J.' _/ (FOR B.O. W.=310.00) (ADDITIONAL TOE MAY BE REINFORCED 2,500 PSI STRUCTIJRAL CONCRETE. CONTACT EARTH SUPPORT SYSTEMS FOR REINFORCING DETAILS, IF REQUIRED). CROSS SECTION 31000' 300.00' 290.00' 280.00' 270.00' SOLDIER BEAM SECTION (ONE TIEBACK) ES4 fsHm7 CITY OF CARLSBAD fsHEIBl N.T.S. t---t-----t---------------;-------1----t---t---, ~ ENGiNEERING DEPARTMENT ~ ~=='============:'::::::':::'::=::::::::::::::::==='-'====! I, "AS ~\l.0<ESS1o,i; k-" ,;;("() Jq,,~ ~ /J _c,'F' '<2. ~ ) TEMPORARY SHORING SECTIONS 0 'le ~ "i -U/•-4,/oJ'. ;====:;:::::=======~: BUILT" RANCHO SANTA FE ROAD SLOPE STABIU ZATION 1833 DIAMOND STREET SUITE 201 :SAN MARCOS, CA 92078 ~ No. /68436 § PE !,~:~ EXP. 1,./~,,_(,_J DA.TE 1-----+---+--------------+----1---1---+---AP~:-ZNftj ~ ,.~ • 9 / ~? Ir. Exp. 9 30/07 Ir, (, L_ ,-,-v---e,,,,_/ Z, V ~ TEL (760) 761-0492 -..._::...JrAX (760) 761-0493 ;,-''-,. /. ()'-, O £ ~"' CiVI\. 4''< 1,~~~\1-;;:E-;;D-;8;:y-;--, ------------J.---+----l-/1\,.----------------+--+--11--+--J CITY ENGiNEER PE 3JiJ6:J EXP. 10/.!0/0S OATE / ./ ? ~ Q ·0 orci:.J'-"C I 1--c~-+-=c-+'-'-'---------------+--l--c-l---+--l OWN BY: --PROJECT NO. DRAWING NO. RICARDO J/.oiw:...·..:'i.•J::_~v, __ R_.c_.E_._s_a_4_36 ___ E_x_P_. _9-_3_0_-_0_1 __ o_A_TE ________ _...:l:]1~~~;~~:__.,,_''7?._~_6..:__L,;,,_· _' ___ ~--E-(~'$::!-~~-7-1:=::oA:rr:..::1 N_:in:AL:.L ___ R--E::..v .... 1s::..1 .... oN_:_:D:.:E:.:s..:.c __ R1 __ P_T1..:.o__:N ___ J..':'.0~A~TE..'.:::'N::rnA'.'..'.:L.l_~0A'.'..:TE~:1N~rn_:AL~=cH=K=o=s=Y=: ;;~~===P=o=o=s=-='J=~:=4=35=-=9=A=!..l / / '¼R / □A TE ENGINEER Of llllRK OTHER APPROVAL CITY APPROVAL RVl//0 BY: • 2· SAFETY CABLE RAILiNG (TYPICAL AROUND ENTIRE SHORING PROJECT) -~ (BY OTHERS) r no. I 1 42" EQ, r EXISTING GRADE / BOTTOM OF _j EXCAVATION NOTES: "A"~ ~ I +------+ • +-----' ·s· ---TIMBER LAGGING SEE ELEVATION ~ 1 SACK SLURRY (ABOVE TOE) / T.B. ANGLE (SEE SCHEDULE) ~~k"'.is'.. / BACKFILL ABOVE PLUG WITH 1 SACK SLURRY SOLDIER BEAM ,..._._(SEE SCHEDULE FOR SIZE) 2,500 PSI (MIN.) STRUCTURAL CONCRETIE TOE .i_ SHAFT DIAMETER i--e----(SEE SCHEDULE FOR SIZE) 1. NEW STRUCTURE NOT SHOWN FOR CLARITY. 2. LAGGING NOT SHOWN AT TIEBACK FOR CLARITY. 3. FOR DIMENSIONS "A" "B" "D" "H" & ·s·, SEE SOLDIER BEAM & TIEBACK SCHEDULE ON SHEET ES7. I I I I ,-CENTRALIZER @ 8' O.C. . (TYP.) ;,s..--....:;~ 6"<; CEMENT ". GROU TIED Tl EB A CK ·-ANCHOR PLUG W/POST GROUTING SOLDIER BEAM SECTION TWO TIEBACKS N.T.S. ' -2• SAFETY CABLE RAILING (TYPICAL AROUND ENTIRE SHORING PROJECT) (BY OTHERS) EQ. j ._.,........... 42" EQ. t 1 EXISTING / GRADE • BOTTOM OF _j EXCAVA noN NOTES: "g" "c" "D" I TiMBER LAGGING, SEE ELEVA noN ~ 1 SACK SLURRY (ABOVE TOE) ::_fl,k----,/1 1-TB. ANGLE (SEE SCHEDULE) 1 BACKFILL ABOVE PLUG 1 'MTH 1 SACK SLURRY ... . .... . ... ,. . ... ,. ...... . .... . ----.....___ ···:: ... : ........... <·:::.,. ".···.~·-·. -----UNBOND~~::: . L· LENGTH ··.·. L--8' MIN,-J SOLDIER BEAM --,,...__',,, _____ -- I I I I H--(SEE SCHEDULE FOR SIZE) 2,500 PSI (MIN.) STRUCTURAL -CONCRETE TOE I -r. i -~"'1 SHAFT DIAMETER ~-(SEE SCHEDULE FOR SIZE) 1. NEW STRUCTURE NOT SHOWN FOR CLARITY. 2. LAGGING NOT SHCWN AT TIEBACK FOR CLARITY. 3. FOR DIMENSIONS "A. ·a· "c" "D" "H" & "s" SEE ' SOLDIER BEAM & TIEBACK SCHEDULE ON SHEET ES7. SOLDIER BEAM SECTION THREE TIEBACKS N.T.S. i TIEBACK TO 8Ei LOISENGAGED J ------- SOLDIER BEAM ~--SOLDIER BEAM SPACING PER PLAN--- ; DRILLED SHAFT / BACKFILLED WITH ...----c---.... I }'4 COARSE GRAVEL ~ (SEE SCHEDULE FDR SIZE) STEEL ROAD PLATE / (SEE ELEVATION)~ ( 2" (MIN ) _ BEARING @1-_S_O_LD_I_ER_B_E_A_~-.T_-~_LA_N_S_E_C_T_IO_N __ SAFETY CABLE RAILING ' ' (TYPICAL AROUND ENTIRE I ! SHORING PROJECT) --EQ. I (BY OTHERS) ,,__~1 ~ 42" ,~ EXISTING EQ I / GRADE ~---~ . I c--·t, ,----T,---'---~- ' . -, ' ,.. .. """ ..................... ,r j 1 ¥4 COARSE GRAVEL •• ~ (ABOVE TOE) -· STEEL ROAD PLATE (SEE ELEVATION) :L SOLDIER BEAM l (SEE SCHEDULE FOR SIZE) BOTTOM OF _j 11• EXCAVATION "o" NOTES: -}'4 COARSE GRAVEL TOE DRILLED SHAFT '~ ~-(SE.E SCHEDULE FOR SIZE) 1. NEW STRUCTURE NOT SHOWN FOR CLARITY. 2. FOR DIMENSIONS "D' & "H", SEE SOLDIER BEAM & TIEBACK SCHEDULE ON SHEET ES 7. 4 SOLDIER BEAM SECTION CANTILEVER rss:-N.T.S. RANCHO SANTA FE ROAD ES5 TIEBACK POCKET SCHEDULE SB FLANGE STIFFENER DOUBLER WELD WIDTH BARS BARS SIZE bf a b C IN IN IN IN bf,;; 7" ½ •. 3 ½ X 3 'ii• 7"<bf,;;9" :Y. X 4 Jl4 X 4 l-11 9"< bf ,;;11• jl4 • 5 r.. 5 ¼• 11"< bf 1 X 6 1 X 6 ½ 1½" (MIN.)_ BEARING X '--, I------.,0 '"'\ -:j( / 'I TIMBER LAGGING -:--:,1;<'-y SEE ELEVATION SOLDIER BEAM-, (SEE SCHEDULE \~_,, FOR SIZE) ; -_ ! TIMBER LAGGING _/ SEE ELEVATION /-DRILLED SHAFT BACKFILLED WI TH CONCRETE/SLURRY PERMANENT STRUCTURE WALL (IF APPLICABLE) SOLDIER BEAM, TYPICAL~' SOLDIER BEAM ~ (SEE SCHEDULE FOR SIZE) ,'<!-' / \ / \_ 20d TOE NAIL ( 4 PER BOARD AS REQUIRED) FOR LAGGING INSTALLATION (TYPICAL) 4 OUTSIDE CORNER LAGGING DETAIL TYPICAL ES6 N.T.S. 20d NAIL (AS REQUIRED) FOR LAGGING INSTALLATION (TYPICAL) SOLDIER BEAM PLAN SECTION TYPICAL N.T.S. MAXIMUM SPACING OF SOLDIER BEAM DRILLED SH AFT -1 1 BACKFILLED WITH (SEE SCHEDULE FOR SIZE) ~--------~------ CONCRETE BLOCKOUT FOR ---------~ ... DISENGAGEMENT OF TIEBACKS ------ (SEE DISENGAGEMENT~~ - NOTCH FLANGE AT FRONT OFP::~:l~~R:E::LOB~ ~~ ~ 3• FOR THREAD BARS & 180 BARS <3"¢ '°'"' ! y4 3 TIMBER LAGGING BRACE DETAIL ES6 N.T.S. V / _,,--SOLDIER BEAM ii---TIMBER LAGGING SOLDIER BEAM, TYPICAL~ 1~ ----------(SEE ELEVATION FOR SPACING) (SEE SCHEDULE 0t--FOR SIZE) I -~ \ FILL VOIDS BEHIND LAGGING WITH )_ __ ...,_)_c_o_MP_A_c_rE_D_s_o_iL_o_R_LEAN CONCRETE --t---......_\ CONCRETE/SLURRY ' /-6"x 8" CUT-OUT --v FOR TIEBACK ANCHOR J,--,-;,,..,-If HEAD ASSEMBLY .,I, CONCRETE BLOCKOUT FOR 4• FOR 180 BARS ~3•11 & <4"¢ _"-,. _ _.-------_/ 5" FOR 180 BARS ;,:4"¢ _ dllJ(![J' . ANCHOR HEAD ASSEMBLY -----t ;-TIEBACK -; 6'0 PIPE SCHEDULE 160 ------~""'"~~ I I _j_ ______ ~ --~ -,,,---~--~ \ "'-6" • 6" x -½I" PLATE ~'-TIMBER LAGGING ~-.,----a' / ;-:__ 1 ½" (MIN.) BEARING ¼ \ SEE ELEVATION ' \ %" x 4½" STUD WITH NUT FOR 3" x 12" LAGGING @ 12" O.C. VERT. -'Vs" x 5½" STUD WITH NUT FOR 4" x 12" LAGGING @ 12" O.C. VERT. SOLDIER BEAM ~ PLATE" ,--~ STUD WITH NUT -,~ 12· --.---~·~ -' t STUD WITH NUT -· t ~-r' 2• MAX. PLATE 2" MAX. ·r I FRONT FRONT (ALTERNATE) PLATE ~ SOLDIER BEAM_./ SIDE SOLDIER BEAM PLAN SECTION ALTERNATE N.T.S. (FOR THREAD BAR & 180 BARS <4"0) ~~~]:'-~~ 8"¢ PIPE SCHEDULE 160 /. ( FOR 180 BAR ~4"¢) ¥16 ~// 1"x 8"x 8" PLATE---~ (FOR THREAD BAR & IBO BAR <4"0). ------- 1"x 10"x 10" PLATE \/1,EW 8-8 (FOR IBO BAR L4"¢), ANCHOR HEAD MAY BE CUT FLUSH W /FACE OF BEAM AFTER DISENGAGEMENT PROCEDURE HAS BEEN COMPLETED JL---1-<'\'i --f~~iN~~1~~~~l~[NJ!EBACKS, IF REQUIRED -\ PROCEDURE BELOW) I -~ANCHOR HEAD MAY BE CUT FLUSH W /FACE OF BEAM AFTER DISENGA.GEMENT PROCEDURE HAS BEEN COMPLETED ELEVATION \/1,EW DISENGAGEMENT PROCEDURE -HIGH SffiENGTI-l TI--lREADED ROD (APPUCABLE TO 180 BARS} 1. PULL TIEBACK ROD USING HYDRAULIC RAM ASSEMBLY AND LOOSEN NUT TO RELEASE TENSION (DISENGAGE) ON TIEBACK ANCHORS. 2. REMOVE ANCHOR HEAD ASSEMBLY AND CUT-CJT THE PORTION OF THE ROD PROJE:CTING BEYOND THE FACE OF BEAM. 3. BUILDING WALL BLOCKOUT REQUIRED FOR DISENGAGEMENT OF TIEBACKS UPON COMPLETION OF PERMANENT STRUCTURE. 4. REFER TO BUILDING PLANS FOR WATER PROOFING & FINAL WALL CONSTRUCTION. PERMANENT STRUCTURE WALL (IF APPLICABLE)'\_: _____ _ SOLDIER BEAM, TYPICAL -----, ~-\J~---- (SEE SCHEDULE FOR SIZE) ----- B _,_ ~ OF ANCHOR CONCRETE BLOCKOUT FOR ~, DISENGAGEMENT OF TIEBACKS \ ~ OF SOLDIER BEAM -7 "b" DOUBLER BAR --1 1 · HEAD • -~2¼ (SEE DISENGAGEMENT \\ PROCEDURE BELOW) -\_ -I _.-SOLDIER BEAM --\,-r-~---TIMBER LAGGING ./ \ "a" STIF PLATE 2 REQ. \ (ONE EACH FLANGE)~, '/ TiMBER LAGGING ·, I NOTCH FLANGE 3" AT FRONT -I , , 6"x 8" CUT-OUT t ___; / FOR TIEBACK ANCHOR HEAD ASSEMBLY ~ !',, ...... - ½ 7L=7" MIN./ DRILLED SHAFT BACKFILLED WITH ~ CONCRETE/SLURRY I ,cc---I ~---,--,-, -I I TIMBER LAGGING _/ SEE ELEVATION '-, _ _ {_ SOLDIER BEAM -(SEE SCHEDULE FOR SIZE) 5 INSIDE CORNER LAGGING DETAIL TYPICAL E. 6 N.T.S, ---/ -... / '- / =:z;-p=\ I I I I I I I I I I I I I I I Vis L= 7" MIN. E.A. ~~ WT 8x22.5 WALER PLAN ½" x 3• FLA~ I BAR STRAPPING SOLDIER BEAM SEE ELEVATION ~.... I --~ ElJ!H-1·...., PLAN \/1,EW A A -I~~ s CONCRETE BLOCKOUT FOR ~ , --DISENGAGEMENT OF TIEBACKS, IF REQUIRED i (SEE DISENGAGEMENT --1. PROCEDURE BELOW) I I -.__ ANCHOR HEAD MA y BE CUT WT 8x22.5 WALER~\ l ~'17L=20" TOTAL MIN. I I I STRAPPING DETAIL (AS REQUIRED) B \/1,EW A-A TIMBER LAGGING -, 1 /2" x 3" FLAT BAR STRAPPING r-(SEE STRAPPING DETAIL ABOVE) SEE ELEVATION \ / B SOLDIER BEAM -• (SEE SCHEDULE FOR SIZE) ',-\\ ' ' \ // / + 1' X 8" X 8" /1r--t-----------------J!-- PLATE P---+-----------------+-- ELEVATION VIEW B ·· TIEBACK ANCHOR POCKET DETAIL 12" 12· 1'x 8"x 8" PLATE ---~ ANCHOR HEAD MAY BE CUT ------- FLUSH W /FACE OF BEAM AFTER DISENGAGEMENT PROCEDURE HAS BEEN COMPLETED \/1,EW 8-8 DISENGAGEMENT PROCEDURE -HIGH SffiENGTI-i WIRE SffiANDS FLUSH 'II /F ACf. OF BEAM AFTER DISENGAGEMENT PROCEDURE HAS BEEN COMPLETED ELEVATION \/1,EW 1. HEAT STRAND WEDGES (GRIPPERS) WITH A WELDING TORCH TO RELEASE TENSION (DISENGAGE) ON TIEBACK ANCHORS. 2. REMOVE ANCHOR HEAD ASSEMBLY AND CUT-OFF THE PORTION OF THE STRANDS PROJECTING BEYOND THE FACE OF BEAM. 3. BUILDING WALL BLOCKOUT REQUIRED FOR DISENGAGEMENT OF TIEBACKS UPON COMPLETION OF PERMANENT STRUCTURE. 4, REFER TO BUILDING PLANS FOR WATER PROOFING & FINAL WALL CONSTRUCTION. NOTES: 1. TIEBACKS SHALL BE INSTALLED IN ACCORCANCE WITH THE TIEBACK INSTALLATION PROCEDURE SHOWN iN THE SHORING NOTES. 2. TIEBACKS SHALL BE INSTALLED ON LEFT SIDE OF ODD ~UMBERED SOLDIER BEAMS AND ON THE RIGHT SIDE OF EVEN NUMBERED SOLDIER BEAMS. 3. SPECIAL INSPECTION IS REQUIRED ON ALL 'WELDING. TYPICAL II I I / SOLDIER BEAM 11 (SEE SCHEDULE FOR SIZE)-~-~ ELEVATION ® CORNER WALER DETAIL (SBIJ59-61) ES6 N.T,S, ~ ~ CITY OF CARLSBAD ENGINEERING DEPARTMENT ES6 ~ ~ 0 .... :E -..J G') 0 ~ -w r-.> l.j1 I->-ID )> ,o 0 I ,,., 0 I "' 0 From sa To Sold. SB Beam Qty. Use Section Shore Height H 1 2 3 4 5 8 22 26 27 1 2 3 4 7 21 25 26 27 28 28 29 29 30 30 31 32 33 40 41 42 43 46 47 49 50 51 52 53 54 54 55 58 59 59 60 61 62 62 63 63 64 65 00 66 ft 1 W18Y50 4.0 1 W18X50 10.0 1 W18X50 18.0 1 W18X60 24.0 3 vv1axoo 30.o 14 W21X101 36 0 4 1 1 vV18~ W18X60 W18X60 250 26 0 21.0 1 W18X50 15.0 1 W18X50 90 1 W18X50 4.0 2 W14X30 5.0 8 W14X90 11.0 2 V\1'14X30 5.0 4 W14X90 11 0 3 W21X101 16.0 2 W16X45 24.0 2 W16X45 25.0 1 W18X55 27.0 4 W18X71 32.0 1 W18X55 29.0 2 Vll18X65 27.0 1 W18X50 24.0 1 W18X50 23 0 2 W14X30 16.0 1 W14X30 13.0 Toe Depth Dt ft 36.0 30.0 32.0 21.0 15.0 19.0 20.0 20.0 24.0 30.0 36.0 36.0 17.0 24.0 17.0 24.0 26.0 10.0 10.0 10.0 13.0 11.0 11.0 10.0 10 0 9.0 9.0 Total Drill H+Ot ft 40.0 40.0 50.0 45.0 45.0 55.0 45.0 46.0 45.0 45.0 45.0 40.0 22.0 35.0 22.0 35.0 42.0 34.0 35.0 37.0 45.0 40.0 38.0 34.0 330 25.0 22.0 Toe Tieback No. of Oh.ta nee Shaft Diameter TB from Grade Diameter in in 24 24 24 24 30 30 30 30 24 24 24 24 24 24 24 24 30 24 24 24 24 24 24 24 24 24 24 CANT 6 6 6 6 6 6 6 6 CANT 1 1 2 2 3 2 2 2 6 1 6 1 CANT CANT CANT CANT CANT CANT CANT CANT CANT CANT CANT CANT 6 2 6 2 6 2 6 2 6 2 6 1 6 1 6 1 6 1 6 1 to TB #1 A ft CANT 6.50 6.50 6.50 6.50 6.50 6.50 6.50 6.00 6.50 6.50 CANT CANT CANT CANT CANT CANT 5.50 6.00 6.00 6.75 6.00 7.50 700 6.50 4.00 4.00 Di~iance Di~1ance from TB #1 rrom TB #2 to TB lt2 B ft CANT 10.00 11.50 10.00 10.50 10.50 B.00 CANT CANT CANT CANT CANT CANT 9.50 9.50 10.75 12.50 11 25 to TB#3 C ft CANT 9.50 CANT CANT CANT CANT CANT CANT SCHEDULE FOR ADDITIONAL TIEBACKS From To Tieback Tieback SB SB Level Qty. 51 55 62 59 61 62 64 51 58 63 59 61 63 65 1A 1A 1A 2A 2 2 2 1 4 2 1 1 2 2 Waler Section • (2) MC 13X31.8 (2) MC 13X31.8 (2) MC 13X31 8 (2) MC 13X40 (2) MC 13X50 (2) MC 13X50 (2) MC 13X31 8 T.B. Notrand$ Lock-Off Angle Load deg 25 25 25 20 20 20 20 # 2 3 2 4 4 3 2 kip9 58 80 58 118 130 97 57 ,• SEE ELEVATIONS & DETAILS FOR WALER/TIEBACK LOCATION AND TOTAL QUANTIY. Test Load kips 78 107 78 157 173 130 76 Unbonded Bonded Length Length ft 20 25 20 20 20 20 20 ft 25 28 25 42 46 34 25 Total Length ft 45 53 45 62 66 54 45 Db-tance last TB to Subgr. s ft CANT 3.50 11.50 7.50 12.00 10.00 8.00 9.00 7.00 850 250 CANT CANT CANT CANT CANT CANT 9.00 9.50 10.25 12.75 11.75 19.50 17.00 16.50 12.00 9.00 T.B. Angle TB#1 deg 25 25 25 25 25 25 25 25 25 25 20 20 20 20 20 20 20 20 20 20 SOLDIER BEAM & TIEBACK SCHEDULE Nstrands # 5 5 5 5 7 5 5 5 5 4 4 4 5 6 5 5 4 4 2 2 Lock-off Load TB #1 kips 171 171 171 171 241 171 171 171 171 130 128 128 150 133 150 148 123 123 59 59 Test Load TB#1 kips 228 228 228 228 321 228 228 228 228 173 171 171 200 244 200 197 164 164 79 79 Unbonded Bonded Length Le ngth TB #1 TB #1 ft fl 26 26 26 26 26 26 26 26 26 26 21 21 24 25 24 22 20 20 16 16 34 34 34 34 44 34 34 34 34 24 25 25 28 34 28 28 23 23 20 20 1•x 12"x 12" ½" X 6" BEARING PLATE~\ STIFITNER PLATE ANCHOR HEAD \ r (TYPICAL OF 4 PER WALER) ASSEMBLY \ \ / (2) CHANNEL WALER (SEE 2/ES? \ \ //: FOR DETAIL & "SCHEDULE FOR z \ \ / ADDlllONAL TIEBACKS" FOR SIZE) 6" .......... ,~ \ \ / ---:'---~ Total Length TB #1 ft 60 60 60 60 70 60 60 60 60 50 46 46 52 59 52 50 43 43 36 36 ~ ·w , ► CLEAR ~\....._ --1 --4" MAX. f"--_,}:-1 , 1r--1 __ V ~TYP. @ CHANNEL) , ~ l'l //' ...,, n_ ~ n-:. ~ f--Y4 ~ T.B. Angle TB#2 deg 20 20 20 20 20 20 20 20 20 20 20 ---,,,,/ L ~. !4-f-------it----1. SUPPORT PLATE I ., N~ . TIEBACK (STRAND OR THREAD (EACH SIDE );-,~~-~--·-·. ~ -= 1 /-BAR, SEE SCHEDULE FOR SIZE) OF PLA TE)'½s [;', 2• MIN. 1 ~~-► ~-. / I ~ --~-~ 1' / I ~ ~ TIEBACK ANGLE /"'---~ ~~ ~1':ci:"'-~ (SEE SCHEDULE ~-~--~--~ ► FOR ADDlllONAL . "-, TIEBACKS) 1 'L-y,-,6~ V...,: (TYP. @ STIFFENER PLATES) SOLDIER BEAM -- • , 1 ' TYPICAL TIEBACK/WALER CONNECTION DETAIL \,t::i , .. N.T.S. - Nstrands TB#2 5 5 8 5 5 5 4 4 5 6 5 Lock-off Load TB#2 kips 176 176 248 176 176 176 118 118 165 196 165 Test Load T8#2 kips 235 235 330 235 235 235 157 157 220 261 220 Unbonded Bonded Length Length TB #2 TB #2 ft ft 16 16 18 16 16 16 15 15 16 17 16 34 34 45 34 34 34 42 42 59 70 59 Total Length TB#2 ft 50 50 63 50 50 50 57 57 75 87 75 T.B. Angle TB#3 deg * 20 Nslrands TB#3 7 Lock-off Load TB #3 kips 242 Test Load TB#J kips 322 Unbonded Bonded Length Length TB#3 TB #3 ft ft 15 45 * TIEBACKS NOT INSTALLED PER DIRECTION -----BY OWNER AND GEOTECH ---- SOLDIER BEAM ( SEE SCHEDULE .-FOR SIZE) ! L 1'-9" it OF ANCHOR HEAD -, 6,, '~ (~~-) -/~ it OF SQDIER BEAM -1--1 (~.): L • I ! : : . ,~ I (2) CHANNEL WALER (SEE 2/ES? _; FOR DETAIL & "SCHEDULE FOR ADDITIONAL TIEBACKS" FOR SIZE) ~-½" X 6" X 13"~ STIFFENER PLATES (TYPICAL OF 4 PER WALER) PLAN VIEW 9• 4" x 12" TIMBER LAGGING it OF SOLDIER BEAM~-._ (TYP.~ r '1· PER SHORING ENGINEER (U.N.O.) ~ 1 • X 12" X 12" PLATE r,--T '- ' (2) CHANNEL WALER (SEE 2/ES7 / FOR DETAIL & "SCHEDULE FOR -• ADDITIONAL TIEBACKS" FOR SIZE) I ELEVATION VIEW ii 1; ........... ,. r-.... ". 6" 1 ,. 1:1"'---........-r2x )(v STIFFENER PLATES (TYPICAL OF 4 PER WALER) ........ ~~ SOLDIER BEAM (SEE SCHEDULE FOR SIZE) r 2 ' CHANNEL IRON/TIEBACK ANCHOR DETAIL SCALE: N.T.S. - Total Length TB#3 ft 60 CITY OF CARLSBAD ENGINEERING DEPARTiv!ENT "AS BUILT" RANCHO SANTA FE ROAD <,l'-Of£SS10,i, SLOPE STABILIZATION ES7 ~ 'EA11r11 s1JPP011r srsrE11s tr "°~' (-« 11,~i:~i SCHEDULE f8JJOIAMONDSTREETSU!TE20f ~ No.9;~67~7 fi} PE. 1~,»1.·,. EXP. U"'"',•I 'oATE ~~,5~..-u~ 2/~ - 'SAN MARCOS, CA 92078 ~, 0 .J.. O L I< Exp. ./2 It CITY ENGINE'.°ER ~¼69 EXP. l<J/30/0,:, DA TE T,·c:z (1,'<Y1J 1,'"'f own ::;)' :, .q ~"' CIVIi._,,~~ REV!E\,ED BY, Ii\ i5 c::, vv1 ,.., --..:,c ·c CFct-.1.fi'F:. '-"-' --------1---+---DWN BY: ---1 PROJECT NO. I DRAWING NO. ~ L __ ~":_~~~'F,_M_r_760_V _76_t_{}_'49J __________________________ R1_c_AR_o_o_"e_,~_A_N __ R_.c_._E._6B_4_3_6 ___ E_xP_._9_-_3_0_-_0_1 __ D_A_T_E _________ [c.!!:~~~£:!f:~Ci~·;E.;~---iL_' _~_~...:~:.:.y,--_· ___ 1_. -·_-__ ..r._~..;~~1::::~f~,,._-_..,....LENG=o:,:~:::,:or: 1 N_:,:::::A~:~L ___ R_E_v_1s_1o_N_o_E_s_c_R_iP_T_1o_N ___ _l'.'.:0::'.A~::R_:"':::P::::::'.:~.l....:: 0 ;~;'...A:P_:::P;::'.~::::'.:..~ l.:~=~=~=0=§=~=: ;;~~=-=====P,=0==0=5=-='=J===·=4=J5=-==9A==:.J 0 I->-::E 00 G') 0 .i:,. -w ~ 91 .-(.l) l> GENERAL NOTES AND DEFINITIONS I. nlE SHORING ENGINEER IS DEFINED AS nlE REGISTERED CIVIL ENGINEER WHOSE STAMP RESIDES ON rnESE DRAWINGS. 2. rrlE GENERAL CONTRACTOR (GC) IS AS DEFINED WITHIN THE CONTRACT DOCUMENTS. 3. CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE SAfl:TY AND CONSTRUCTION CODES. 4. THE SHORING CONTRACTOR IS DEFINED AS rrlE ENTITY WHICH INSTALLS THE SUPPORT SYSITM(S) SHOWN ON, AND DESCRIBED WITHIN, THESE DRAWINGS. 5, UNLESS OrrlERWISE NOTED, rrlE SHORING AND SUPPORT SYSTEMS OCPICllD WITHIN THESE DRAWINGS ARE TEMPORARY SYSTEMS WITH A LIMITED STRUCTURAL LIFE. THEY ARE INTENDED TO FACILITATE THE CONSTRUCTION OF PERMANENT STRUCTURES. THEREFORE, THE NEW STRUCTURES MUST BE DESIGNED TO ACCOMMODATE ALL APPLICABLE LOADS ON A PERMANENT BASIS. 6. GENERAL SITE EXCAVATION SHALL BE COCROINATED WITH THE INSTALLATION OF THE SHORING SYSTEM TO ENSURE SAFE WORKING CONDITIONS AND TO PREVENT THE LOSS OF GROUND AND THE CAVING OF BANKS. 7. PILE DRMNG EQUIPMENT, DRILL EQUIPMENT &: CRANES SI-W.L NOT BE LOCATED WlnllN TEN (10) FEET OF rrlE SHORING BULKHEAD UNLESS SPECIFICALLY PROVIDED FOR IN THE DESIGN AND SPECIFICALLY SHOWN IN rrlESE DRAWINGS. 8. ALL SHORING DATA ON rrlESE SHEETS ARE 11'!E EXCLUSM: DESIGN OF EARTH SUPPORT SYSTEMS, INC. AND NO PART OF rrlESE DRAWINGS SHALL BE COPIED AND/OR USED WITHOUT OUR WRITTEN CONSENT. 9. rrlE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY VARVITIONS TO rrlE SHORING ENGINEER. 10. 11'!E GENERAL CONTRACTOR SH/ILL COORDINATE SHORING WITH DRAWINGS OF RECORD TO ENSURE PROVISIONS OF POCKETS, BLOCKOUTS, OFFSETS AND ANY OTHER ITEMS THAT MIGHT BE IN CDNFUCT WITH, OR AFFECTED BY, THE SHORING. 11. ALL INSPECTIONS SERVICES, MATERVIL TESTNG OR NOTIFICATIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 12. ALL PERMITS (EXCEPT OSHA PERMIT) SHALL BE PROCURED AND PAID FOR BY rrlE GENERAL CONTRACTOR. 13. ALL ENCROACHMENT EASEMENTS AND PERMISSIONS SHALL BE PROCURED AND PAID FOR 3Y THE GENERAL CONTRACTOR. 14. ALL STRUCTURAL DETAILS OR SHAPES SHOWN ARE TI-10SE UTILIZED FOR DESIGN. ALTERNATE DETAILS, CONNECTIONS, SHAPES AND/OR MATERIALS MAY USED SUBJECT TO THE APPROVAL Of THE SHORING ENGINEER. 15. HYDRAULIC JACKS USED FOR UNDERPINNING OR TIEBACK STRESSING SHALL BE CALIBRATED WlrrllN A YEAR OF rrlE DATE IT IS USED. THE CERTIFICATION SflALL BE STAMPED BY A REGISTERED CML ENGINEER AND SHALL BE MADE AVAILABLE TO rrlE GENERAL CONTRACTOR. 16. rnE GENERAL CONTRACTOR SHALL PERFORM A PRE-CONSTRUCTION SURVEY /,ND ESTABLISH MONUMENTS FROM EXISTING ADJACENT STRUCTURES PRIOR TO THE START OF SHORING WORK. I 7. TO PREVENT ENCROACHMENT INTO THE PROPOSED STRUCTURE WALLS, THE GENERAL CONTRACTOR SHALL MONITOR rrlE FACE OF EACH AND EVERY SOLDIER PILE AT POINTS ALONG TflEIR LENG11'! AS THE EXCAVATION DESCENDS ON A WEEKLY BASIS, SURVEY DATA SHALL BE REDUCED AND INTERPRETED, AND TRANSMITTED TO THE SHORING ENGINEER. 18. IF IN THE OPINION OF rrlE SHORING ENGINEER, MONITORING DATA INDICATES EXCESSIVE MOVEMENT, ALL EXCAVATION SHALL CEASE UNTIL THE SHORING ENGINEER IN'YESTICATES rrlE SITUATION AND MAKES RECOMMENDATIONS FDR REMEDIATION OR CONTINUING. IN ADDITION, THE SURVEY DATA WILL BE USED BY THE SHORING CONTRACTOR TO MAINTAIN ALIGNMENT OF rrlE SHORING FACE RELATM: TO rrlE BACK FACE OF THE NEW STRUCTURE WALL 19. ANCHOR HEAD CUP ANGLE STIFFENER PLATES AND FLAT BAR STIW'PING SHALL BE PROVIDED AS REQUIRED BY rrlE SHORING ENGINEER. PROCEDURE FOR TIED BACK SOLDIER BEAMS I. HOLES FOR SOLDIER BEAMS SHALL BE ACCURATELY LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE SHORING ENGINEER. SOLDIER OEAMS MAY 9E DRIVEN INTO POSITION OR PLACED IN DRILLED SHAFTS, AS INDICATED IN THE SECTIONS &: DE.TAILS. PILES SHALL NOT BE ORl'.tN WITH AN IMPACT HAMMER OR DIESEL HAMMER. 2. LINES AND GRADES ARE TO BE ESTABLISHED BY rrlE GENERAL CONTRACTOR TO ENSURE PROPER TOE EMBEDMENT BELOW SUBGRADE AND HORIZONTAL ALIGNMENT, PLACE SOLDIER BEAMS VERTICALLY IN ACCORDANCE WITH 11'!E LOCATIONS SHOWN HEREIN. ALLOWABLE PLACE- MENT TOLERANCE SHALL BE 2" IN AND 2" OUT OR AS OlliERWISE AU11'!0RIZED BY THE SHORING ENGINEER. 3. INSTALL SOLDIER BEAMS TO THE EMBEDMENT SHOWN. IF BEAMS ARE Pt.ACED IN PRE DRILLED SfWTS, BACKFILL nlE TOE WITH EITHER LEAN CONCRETE OR HARD ROCK CONCRETE AS SHOWN IN THE DETAILS HEREIN. FILL THE REMAINDER OF THE SHAFT '111TH LEAN CONCRE.TE. PROCEDURE FOR TIED BACK SOLDIER BEAMS (CONTINUED) 4. START EXCAVATION AND LAGGING IN LIFTS NOT GREATER THAN FM (5) FEET OR AS 011'!ERWISE A.U11'!0RIZED BY THE SHORING ENGINEER. CONTINUE THIS EXCAVATION/LAGGING PROCEDURE UNTIL TIE BACK LEVELS ARE REACHED. SHORING SHALL NOT BE SUBJECT TO TEMPORARY CONSTRUCTION STAGE FOR MORE THAN 14 DAYS PRIOR TO rrlE PLACEMENT OF A TIEBACK. IF 14 DAYS ARE EXCEEDED, TI-IE CONTRACTOR SHALL E111'!ER iNSTALL THE TIEBACK OR BACKFILL AS NECESSARY TO PROVIDE SUPPORT ABOVE THE TIEBACK LEVEL 5. rrlE GENERAL CONTRACTOR SHALL GRADE SAFE WORKING AND DRILLING BENC~ES NOT MORE 11'lAN 11'!REE (3) FEET LOWER T1-IAN THE TIEBACK LEVEL BENCHES SHALL HAVE LENGIBS AND WIDTHS WHICH WILL ALLOW FOR SAFE AND PRODUCTIVE MOVEMENT OF THE TIEBACK ORIWNG EQUIPMENT, 6, DRILL TIEBACK ANCHOR HOLES TO THE DEPTHS AND DLAMHERS INDICArED OR AS OTHERWISE AU11'!0RIZED BY rrlE SHORING ENGINEER. IF CAVING OCCURS, CASING OR OTHER ALTERNATE DRILLING MHHODS MAY BE USED AS AUTHORIZED BY 11'!E SHORING ENGINEER. 7. INSERT THE TIEBACK TENDONS INTO THE DRILLED Sl1AfTS 'I/HILE TAKING MEASURES TO ENSURE THAT THE TENDONS ARE CENTERED (I.E. BY THE USE OF CENTRALIZING DEVICES) IN THE ANCHOR SHAFT. PLACE PVC PIPE OVER THE "\JNBONDED" LENGTH OF rrlE TIEBACK TENDON (UNLESS OTHERWISE NOrED IN rrlE DETAILS HEREIN). 8. BACKFILL THE ANCHOR LENG11'! WITH A STRUCTURAL GROUT OR CONCRETE MIX OF A STRENG11'! DESCRIBED HEREIN. 9, ONCE THE TREMIE GROUT HAS ATTAINED ITS INITIAL SET, PERFORM POST GROUTING OF THE ANCHOR BOND ZONE THROUGH THE ATTACHED POST GROUT LINE AND VALVES. THE POST GROUT UNE CONSISTS Of A 1/2" SCH 40 PVC PIPE WITH RUBBER VALVES AT 4'-0" O.C, IN THE POST GROUT ZONE. I 0. FRACTURE THE INITLo\LLY SET BOND ZONE WITH WATER AND REPEAT GROUTING UNTIL CONFINEMENT BACK-PRE,'SURES OF N'PROXIMATELY 300 PSI ARE RECORDED. 11. UNLESS 011'!ERWISE AUnlORIZED BY nlE SHORING ENGINEER, ANCHOR TESTING AND LOCKOFF 'NILL ONLY OCCUR WHEN THE "BONDED" ANCHOR MIX HAS ACHIEVED A MINIMUM COMPRESSIVE STRENGTH Of 1800 PSI AND HAS CURED FOR A MINIMUM OF THREE (3) DAYS. 12. ANCHOR rESTING SHAU-BE IN ACCORDANCE WITH THE PROCEDURES OUTLIND IN ''TESTING OF ANCHORS" OR AS OTHERWISE DIRECTED BY THE SHORING ENGINEER. 13. REPEAT STEPS 4 11'!ROUGH 13 A.S APPLICABLE FOR EACH ADDIT!OML LEVEL OF T!EBACK ANCHORS OR UNTIL BOTTOM OF EXCAVATION IS REACHED. TESTING OF TIEBACK ANCHORS I. EACH ANCHOR SHALL BE TESTED TO THE TEST LOADS SHOWN HEREIN. TEN PERCENT OF THE ANCHORS SHALL BE PERFORMANCE TESTED BY CYCLING rrlE LOAD IN INCREASING INCREMENTS OF 25% OF THE MAXIMUM TEST LO/Ill. 2. THE FIRST ANCHOR LOAD TEST SHALL BE MAINTAINED AT THE PEAK TEST LOAD FOR A MINIMUM OF ONE HOUR AND THE CREEP DEFORMATION BETWEEN TflE SIX MINUTE AND SIXTY MINUTE READINGS SHALL BE cESS THAN ONE TEN11'! OF AN INCH, 3. PROOF TESTING OF THE ANCHORS SHALL BE PERFORMED BY INCREASING THE LOAD 1N 25% INCREMENTS UNTIL 11'!E MAXIMUM TEST LOAD IS REACHED. 4. AN ANCHOR IS DEEMED SATISFACTORY 'I/HEN THE ANCHOR ROD OR STRANDS DC NOT MOVE MORE THAN ".WELVE (12) INCHES, AFTER INITIAL SETTING, JURING THE APPLICATION OF THE TEST LOAD. AT TEST LOAD, THE ANCHOR MO'vu.1ENT SHALL NOT EXCEED 1/8" DURING A TEN (10) MINUTE PERIOD. 5. IN THE EVENT OF A FAILURE OF AN ANCHOR TO ACHIEVE 11'!E TEST LOAD, THE ULTIMATE LOAD SHALL BE RECORDED. THIS ANCHOR WILL THEN BE ASSIGNED A LOAD DETERMINED BY rrlE SHORING ENGINffR AND LOCKED OFF AT THIS LOAD. AN EXTRA ANCHOR WILL BE INSTALLED AT A LOCATION AN ANGLE DETERMINED BY THE SHORING ENGINEER. nlE ADDITIONAL ANCHOR SHALL ATTAIN 11'!E BALANCE OF rrlE REQUIRED LOAD ANO BE TESTED IN ACCORDANCE WITH ITEM 2 ABOVE. 6. THE SHORING CONTRACTOR SHALL PROVIDE ADDITIOMI., TEMPORARY SUPPORT FOR STEEL SEC- TIONS, AS MAY BE REQUIRED DURING rrlE TEST LOADING OF ANCHORS. 7, THE ANCHOR LENGTHS AND Dli\~ETERS SHOWN ON THE PLANS ARE FOR GUIDANCE ONLY. rrlE SHORING CONTRAC1 OR CAN CHANGE THE ANCHOR CONFIGURATION WITH THE APPROVAL OF THE SHORING ENGINEER PROVIDED THAT THE FOLLOWING CRITERci>, IS MAINTAINED: A. MINIMUM ANCHOR LENGTH SHALL EXTEND fl/ENTY (20) FEET BEYOND TI-IE THEORl'TICAL FAILURE PLANE. B. THE TIEBACK SHALL MEET ALL LOAD TESTING REQUIREMENTS AS DESCRIBED ABM. MATERIALS I. WEUDING: ELECTRIC ARC USING ELECTRODES E70-XX PLACED BY QUALIFIED WELDERS. 2. STRUCTURAL STEEL; STEEL SHALL CONFORM TO RlQUIREMENTS OF ASTM A-992 (50 KSI) OR BETTER. 3. ANCHOR "l:NDONS: TIEBACK ANCHOR TENDCNS SHALL BE EITHER OF THE FOLLOWING ITEMS: A. HIGH STRENGTH THREADED RODS WHICH COMPLY WITH THE LATEST EDITION OF A5™ A-722-75, A-615-75 AND SHALL HAVE A MINIMUM ULflMATE STRENGTH OF 150,000 PSI SUCH AS DYWIDAG OR EQUAL 3. HIGH STRENGTH 'I/IRE STRANDS WITH A MINIMU!.l ULTIMATE STRENGTH OF 270,000 PSI AND 0.6 INCH DIAMffiR (58.8 KSI ULTIMATE LOAD EACH STRAND) SUCH AS D'!WIDAG, LANG OR EQUAL 4. LAGGING: IF SOIL CONDITIONS AND CHARACTERISTICS MERIT, LAGGING MAY BE OMlffiD IN CERTAIN AREAS AS DIRECTED BY THE SHORING ENGINEER. LAGGING SHALL BE ONE OR A COMBINATION OF THE FOLLOWING ITEMS AND SHALL BE APPLIED AS DIRECTED BY THE SHORING ENGINEER: A. DOUGLAS FIR #2 TIMBERS PRE,'SURE TREATED FOR GROUND CONTACT. 8. REINFORCED SHOTCRETE FACING C. STEEL PLATE 5. STRUCTURAL CONCRETE: STRUCTURAL CONCRETE SHALL ~AVE A MINIMUM COMPRESSM: STRENGTH OF 25DO PSI AT 28 DAYS. 6. ANCHOR GROUT: ANCHOR GROUT FOR TIEBACKS SHALL BE EITHER OF THE FOLLOWING ITI:MS: A. NEAT PORTLAND CEMENT '111TH A MAXIMUI.I WATER-CEMENT RATIO OF 0.45 BY WEIGHT, IT MAY CONTAIN AN ADDITIVE TO CONTROL SHRINKAGE, SUCH AS INTRAPLAST-N 6Y SIKA CORP., AND SHALL flAVE SUFFICIENT STRENG11'! TO INSURE LOAD TRANSFER BETWE£N THE ANCHOR TENDCN AND ';'HE SOIL B. CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. IT MAY CONTAIN AN ADDITIVE TO CONTROL SHRINKAGE, SUCH AS INTIW'LAST-N 6Y SIKA CORP., AND SHALL HAVE SUFFICIENT STRENGTH TO INSURE LOAD TRANSFER BETWEEN TI-IE ANCHOR TENDON AND rrlE SCIL 7. LEAN CONCRHE: LEAN CONCRETE ShALL BE A MIXTURE OF SAND, CEMENT AND 'NATER WITH A MINIMUM OF I SACK OF CEMENT PER CUBIC YARD. MONITORING OF EXISTING UTILITIES & IMPROVEMENTS I. rrlE GENERAL CONTRACTOR SHALL MONITOR rrlE FACE OF SOLDIER PILE AT MONITORING POINTS AS SHOWN ON PLANS AS THE EXCAVATION DESCENDS ON A WEEKLY BASIS AND ON ~ MONTHLY BASIS AFTER EXCAVATION HAS Bll,N COMPlE.TED. 2. MONITORING PCINTS SHALL BE PLACED ON THE FACE OF SOI.DIER PILE AT APPROX. 40' FEET ON CENTER, ONE FOOT BELO\'/ THE UPPER TIEBACK, AND ALSO DIRECTLY 3EHIND THE SOLDIER PILE IN THE PUBLIC RIGHT OF WAY AT A DISTANCE "I .0 , H• FRO!.l THE SHORING WALL PROCEDURE FOR CANTILEVER SOLDIER BEAMS I. HOLES FOR SOLDIER BEAMS SHALL BE ACCURATELY LOCATED AS SHOWN ON 11'!E PLANS OR AS DIRECTED BY THE SHORING ENGINEER. SOI.DIER BEAMS MAY BE DRM:N INTO POSITION OR Pl.ACED IN DRILLED SHATTS, AS SHOWN IN THE SECTIONS/Dl'TAILS. 2. UNES AND GRADES ARE TO BE ESTABLISHED BY 11'!E GENERAL CONTRACTOR TO ENSURE PROPER TOE EMBEDMENT 3ELCW SUBCRADE AND HORIZONTAL ALICNMENT. PLACE SCLDIER BEAMS VERTICALLY iN ACCORDANCE '111TH THE LOCATIONS SHOWN HEREIN. ALLOWABLE PLACE- MENT TOLERANCE SHALL BE 2• IN AND 2" OUT OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. 3, INSTALL SOI.DIER BE.AMS TO ~HE EMBEDMENT SHOWN. If BEAMS ARE PLACED iN PRE- DRILLED SHAFTS, BACKFILL THE TOE Wl11'! EITHER LEAN CONCRETE OR HARD ROCK CONCRffi AS SHOWN IN 11'!E DETAILS HEREIN. FILL THE REMAINDER OF THE SHAFT WITH LEAN CONCRffi. 4. START EXCAVATION AND LAGGING IN LIFTS NOT GREATER THAN FlVE (5) FEET OR AS OTHER- WISE AUTHORIZED llY THE SHORING ENGINEER. CONTINUE rrllS EXCAVATION/LAGGING PRO- CEDURE UNTIL BOTTOt.t OF EXCAVATION IS REACHED. SPECIAL INSPECTION NOTES I. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND SUBMlffiD TO THE INSPECTION SERVICES DMSION. 2. AN APPLICATION TO PERFORt.l OFF -SITE FABRICATION MUST BE SUBMITTED TO THE INSPECTION SERVICES DIVISION ?RIOR TO FABRICATION. 3. A CERTIFICATE OF COMPLANCE FOR OFF-SITE FABRICATION MUST BE COMPLETED AND SUBMlffiD TO rrlE INSPECTION SERVICES DMSION PRIOR TO ERECTION OF PRE-FABRICATED COMPONENTS. SUMMARY OF SPECIAL INSPECTION I 2 3 4 5.1 5.2 5.3 6 7 8 9 10 11 12 Concrete Bolts ir-stal!ed in concrete Concrete moment-resisting space frame Reinforcing steel and prestressing steel All structural welding Weld testing ductile moment-resisting steel frame Welding reinforcing stee! High-strength bolting Structural masonry Reinforced gypsum concrete insulating concrete fill Spray-applied fireproofing Deep foundations (piling .:t drilled caissons) Shotcrete 13.1 Verify soils conditions ore substantially in conformance 'Nilh the soil investigation report 13.2 Verify that foundation excavations extend to proper depth and bearing ~trata 13.3 Provide soil compaction test results, depth of fill, relative density, bearing values 13.4 Provide soil ex.pension test results, expansion index, recommendations for foundations, on-grade floor slab design for eacli building site 14 Smoke control system I 5 Special cases (describe) 16 Off-site fabrication of building components 17 other special inspections as required by designer (Structural Observation) Number Description of Type of Inspection Required1 Location, Remarks, etc. Design Strength Verify placement of soldier beams. 2 Verify length, diameter &: angle for tieback anc.:hors &: soldier be<JtTlS. 3 Grout/post grout procedure for tieback anchors &: soldier beams. 4 Verify testing &: lockoff loods for tieback anchors. 5 Welding of tieback pockets. 6 Disengagement of tiebacks. 7 Sail items 13.1, 13.2, 13.3. a. The Special lnspec1ions listed are in addition to the called inspections required by Section I 08 of the UBC, as amended. Special Inspection is not a substitute for inspection by a City Inspector. b. Continuous inspedion is always required during the ~r- forfllance of the work unless oi:her,~!se specified. When work In more than one category of work requiring special inspection is to be performed simultaneously, or the geographic location of the wor1< :, such tho\ it can- not be continuously observed in accordonce with the pro- visions of UBC Section 1701.6.1, it is the agent's re- spof'1sibility to employ a sufficient number of inspectors to assure thot all the work is irspected in accordance witti those provisions. c. The Special Inspectors must be certified by the City of Son Diego to perform the type -of inspection specified. Exceptions: 1. Sails inspections by the Sails Engineer of record. 2. Smoke Control System, by the Mechanical Engineer of record. 3. When •oived by the Building Official. d. It :s the cesponsibility of the con\roctor to notify the Special Inspector or inspection agency at least one iNorking doy prior to performing any work that ;equires special inspection. e. Specially inspected ·11ork that is :nstal:ed or covered without the approval of the City Inspector is subject to removal or exposure. DISCLAIMER ESSI SHALL BE INDEMNIFIED "ROI.I ANY EXPENSES DUE TO CLAMS, DEMANDS, DAMAGES, AND INJURY OR DEA11'! RESULTING FROM THE GLOBAL INSTABIUTY OF TIIE SLOPE. ADDITIONALLY, DUE TO Tf1E ADVERSE SITE CONDITIONS, AND 11'!E DYNAMIC NATURE OF THE EXISTING SLIDE MASS, EAR11'! SUPPORT SYSTEMS, INC. SHALL HAVE NO WARRANTIES, WRITTEN OR EXPRESSED, REGARDING TflE LONG-TERM PERFORMANCE Of THE STABILIZATION SYSTEM. CITY OF CARLSBAD ENGiNEERING DEPARTMENT t---+---+-----------------t----1---+----+---• CT:] "AS BUIL.T" --RANCHO SANTA FE ROAD i3 ~1tOfESS1Q\, / t-----SLOPE STABILIZATION ES8 LJE] ~ '£A/?TJIS/JPPO/?TSYST£/JS ~ [~ Jo~{% t< !,l~.lo~ --~--t---f---------t---·f---f----+--•;:====~NOTES ~ -!8JJOIAMONOSTREETSUITE20f /1(,,/ ~ ExN°93~ci;~7 § PE. !.oo;<. EXP. l.f':.•l•l ~AT~ ~ t----,f----t------------------!c---+---t----+---1 AP~ ~L--:-q2 .;: 'SAN.MARCOS, CA 92018 k p. • -~t ~DATE==- o // 6, (} 3 • /) ~ J'"1: CM\. ~ CITY ENGINEER PE '30'-1 EXP. IO/io/08 ~ :J;/:::J;:,~:: ---,;;-=-:--c-~..L.-------------------?f~CAl.f REVIAED :Y• -;,~/1 ,C/-.1/,. <Jl DA1£ INITIAL /1\ DA1£ :NITIAL DATE INITIAL DWN BY: I PROJECT NO. I DRAWING NO. > --.....:,.,.1 RICARDO JORDAN R.C.E. 68436 EXP. 9-30-07 DATE,~~,~ ;..u1,'l~~~ -REVISION DESCRIPTION CRHYWDKD BBYY:. --PD 05-13 435-9A 32 L _____________________________________________________________________________ J:•1~N~S£:P~E£C~r61Q!R~---~i!..,~:_ ____ D~A~T':_l:E:__LEN:G:1":'.EE'.::R_:or:_:W-O::R•:i ___ ~:_=._::_..::_::.=_=._:~~:_ ___ _l:0TH~ER~AP'.:P:'.:Ro~v'.:AL'.:J.....:ll:'.TY:_:A'.:'.PP::R'.:ov'..'.A:'.:.L_L::::::=::::::==:=:=..:· ========~====:::::J CONTRACTOR TO TIE INTO EXISTING IRRIG>ATION Underground Service Alert af South1m California Call: TOLL F"REE 800-422-4133 TWO WORKING DAYS BEFORE YOU DIG RE-NOTIFY EVERY TWO WEEKS TICKET f _________ _ \ CONTRACTOR TO TIE INTO EXISTING> IRRIG>ATION '- CONTRACTOR TO TIE INTO EXISTIN6 IRRl6ATION I CONTRACTOR TO ADJJST EXISTING i IRRIGATION IN THE FIELD 6-1 I II ~.f--~-~.~--+) ____,_,,15=~~6~0 10.0 10.0 O' 10' 2rf 40' I" so.o 1:2.€:>4 P.E,---EXP,--- 45.0 DATe IRRIGATION HEAD L:EGEND: SYMOOL, DESCRIPTION, ARC, RAO, GPM, NOTES, (l) HUNTER SHRUB ROTOR ADJ 61' 5.0 PGJ-O6-RV e RAINBIRD POP-UP SPRAY HEAD 100° 10' .,~ 1e,O6-SAM-PRS-IOH IRRIGATION EGUIPMENT LEGEND: SYMOOL, DESCRIPTION, MANUFACTURER: REMARKS: -~-- $ REMOTE CONTROL VALVE l"IEATHERMATIC. -- ►◄ BALL VALVE NIBC.O T-156 ~~NLWtt;',P;:~ SMALLER INST ALL ~ITH R_y,j, I.D. TAG PVC. LATERAL LINE PACIFIC. PLASTICS R.~. PVC. PVC. C.L:200 NON- PRESSURE LATERAL LINE REMOTE CONTROL VALVE: ~~.~ STATION NUMBER xx.x VALVE SIZE t----+---+---------------<-··-----------·-----···---- t----+---+---------------<----0----,----<------1 DATE INITIAL DATE INITIAL DATE INITIAL GALLONS PER MINUTE ~ AOL PLANNING --- ASSOCIATES __ __. LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD, CA. 92008 (110)721-1131 ru:(110)721-112< DATE: :3-16-06 JOB NO: :20611 SCALE: 1::20 DRAWN BY: SM CITY OF CARLSBAD ENGINEERING DEPARTMENT RANCHO SANTA FE ROAD SLOPE STABILIZATION LANDSCAPE IRRIGATION PLAN ~ ~ DATE CALLED: ---=-=-=-=-=-=-=-=-=-==------------------------------------!_------------~~~~==============~~==~~~~~========================~~~~~~~~~~~~~~~=:=:=:=:=:~~=:=:~!.J DATE ,NGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Underground Service Alert of Southam Callfomla Call: TOLL FREE 800--4-22-4133 TWO WORKING OAYS BEFORE YOU DIG RE-NOTIFY EVERY TWO WEEKS TICKET # --------- DATE CALLED: _______ _ • :20 HE:TE:ROMELES ARel.JTIFOLIA :J ISAJ... TOYON 4:2 RHlJ5 INTEISRIFOLIA !5 !SAL. LEMONADE: BE:RR'r' M'T"OPO~ PARVIFOLIUM FLAT51 'PLITAH CREEK' 1:2" O.C.., M'T"OPO~ 11 ACACIA ReDOLl:N5 I !SAi... ACACIA 13 I C.ISTLIS PLIRPURJ:A !5 <SAi... ~KROSE: PLANTING LEGEND: SCREENIN6 SHRUBS: 5YM60L, BOTANIC.AL NAME, 0 HETEROMELE:5 ARElUTIFOLIA + RHUS INTEGRIFOLIA MEDIUM SPREADIN6 SHRUBS: 0 ACACIA REDOLENS LO~ ACCENT SHRUBS: • C.15TU5 Pl.JR.FUR.EA 6ROUNDCOVER: ' ' ' ' ' MYOPORUM PARVIFOLIUH i ' ' ' ' 'PUTAH CREEK' ) I ' -' ' -' -' ' ! ' f I ' ' 1 --- ' -' ' ' -_, _, ' COMMON NAME, TOYON L.EMONADE BERRY ACACIA ROCKROSE MYOPORUM SIZE, GTY, 5GAL. 20 5 GAL.. 42 I GAL. ii 5 GAL. 16 FLATS 12" O.C. ~~NNING ----'!!!Ila. ASSOCIATES ■Bllll!,11 LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD. CA. 92008 (760)729-8137 fAX:(760)729-8324 DATE: e-16-O6 JOB NO: 20611 SCALE: 1,20 DRAWN BY: 5M -------------+------~ CITY OF CARLSBAD ~ ---+---+------l---t ~ ENGINEERING DEPARTMENT ~ ~==--===========:'.'::::::==='. 11 A5 BUILT" RANCHO SANTA FE ROAD SLOPE STABILIZATION 1------------------------------LAND CAPE PLANTING PLAN P.E, __ _ EXP, ___ _ DATE DATF. INITIAL DATE INITIAL DATE INITIAL INSPE:c:, TOR DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY AP?ROVAL