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HomeMy WebLinkAboutR_5973_SC!TY OF -. -ry ' UH\\/(RS! L PROJECT LOCATION VICINITY MAP oscc R, 0 □WM t--1 PB SYMBOL POV/ER POt...E SM~i!A~Y SEWER CLEAJ~OUT SANiTARY SEWE~ f.JANHOU~ 'iRi: C,YD'lANl WATER METER BOX & SER\J!CE PULL BOX W/1.TER \f/\Lv'E POINER POL:: .!\NCHOP -X-X-X-· fTNCE BLOCKWA1J. TREE SYRUBBERY i , COI-JCRETE -· ----PROPEf(fY UN[ ---f-·--CENTERUNC:: ---E ---· ELECTR!C1\L LINE -CATV-CABLEVIS!ON UNE --SP --SPRii'\/-(;__ER SYSTE]A o-0 STREET l.:Gc T DETAIL fiO. X SHEET NC. X l"OT -o SCALE ABBREVIATIONS E~ ELEV.A Ti ON FG Fii•ilSH GRADE © FACE OF THE WA.l.L FM FORCEMA!N IVW TOP OF VERTICAL \fv',i,J_I_, SHOWN [LE\/.4 TiQr·,lS A.RE .A.PFROXl~1ATE. TYP TYP!CAL LIMITS OF WORK-~, BENCHMARK: ELEVATIONS ARE BASEC Gr'J ORP.J]G[ COUf\lT'( SURVEYORS BENCH MA.R~; "r,m4~36-7L", A 3 3/4" AL_Ut/lNUM GISI< SET ii\ THE. ~~ORTHWEST CORNER OF A 4 FT BY 22 ~T crn~CRETE CATCH 8,ASl~l LOCP..'.ED I~~ THE SOUTHWETf=~RL Y CORNEF OF THE T-~H'-!TERSECTiON or=-OC~.A.N BOULEVARD AHO H[UOTROPC AVENUE. EL.EV. = 67.054 FEET (NA.V0 88, '1EAR LEVE~ED 1994) EMERGENCY TELEPHONE NUMBERS ---------·---·------------ PUBLIC WORKS DEPARTMENT OCEAN BLVD. AND CHINA COVE RAMP SLOPE MAINTENANCE CONTRACT No. 3912 ~/ APPROV~~D: r~"'=~-=-/~ :x,.,oR-KS_D_IR_E_C_T_O_R_R_.-C-.E-.-N-0-.3-6-10_6 ___ _ _./ / \ __. /l '\0,/) -7 '/ ;!'/· APPROVED-'\/ ,y-.1e( .J J, J {) I) DEWTrP.W..,,01Rec'R5R refry ENGINEER R.C.E NO. 47961 DATE: LOCATION MAP DES'GNED: f'\C: "" C~E8KED: GPS DRAWN: D!\TE: 7 /31 ' DS ' ,. GENERAL NOTES AU_ WORf< DEH-.'LED ON THESE PLANS TO BE PER1 CRfAED UNDER C:ON:RACT SHA:.L BE CONS-;-RUCTEC I~~ ACCORDA~~CE W:TY T'-1E "STANOA~D SPECIF!CATiONS FOP PURUC vvor(KS co~,STRUCTIO\!", 2009 EDl,ION AciD S0PPLEVD~:S TO DATE, EXCEPT AS OThERW:SE STATED IN THE C1Ty'S STANDARJ SPECAL PRov:s:oNS, OR ,N Tr--1:S CO''~TR/\CT'S SF"ECIAI~ PROV!Slo~~s. 2. EY!SilNG U!''!DE:RGROU~Q urL: TlCS ARE SHOWI'~ A.S F[R 1\\/i\kAB!__E RECORDS, -;-HE cor·r~?ACTOR SHALL BE RESPOI\SiBI_[ ;:op VER:r:Y1NG THE ,A.CTUAL L_OCATiON ,ll}✓D ELEVA_TION !:'l THE FIELD PF:IOR TO i3[G:NN!NG CONSTR~CT!ON. ::. A' EXPOSED CONCPf:TE SURF/lCES SH/I.LL CO!ffOR\i IN GR.~DE, COl_OR. Di:Vltl\lSI0!1, AND F!N SH TO AD--.'.O!Ni!✓G ilv1PROVEiV;ENTS. 4 P.C.C. SHA.LL BE C~/\SS 560-C--3250 5. cor~-;~/\CTOR SHi.\lJ .. ACJUS: CITY ~JT!UTIES (e.g. V\/r\ T[R VES, sco, SURVEY ivlONUMENTS, SEWER .!\'ID STOF':M DRA,N f.1IANHOLES) rcRA.\ES .<,ND COVERS TO FIN 1SH~D CRNJE. JI.LL OTHC:R UT:UTiES SHALL BE ,L\DJUSTED TO GRi-\OE BY OTHERS. 6. PF<OPOSED PAV0,1El'-n A~~c CURB AND GUTTER SHALL JOir\l A,\JD !\-1ATC:r-! c_lf-.;E A!'~D GRADE OF EXISTING IMPPO\/Eiv!ENTS UI\LESS ~IC OTYEF:V•IIS=. SHEET INDEX DESCRIPTION TITLE SH[ET T':''?iCA:._. SECTIONS SOiL NAIL CET.t.iLS R:EMOV.LL P;,..AN P~,L\~JTi1\JC SPEC!FiCF.T:ONS ~ ~ iJ) > ! ()) > 0 u 0 C £ u I '.:) E D (J) 0 (. \ .\ . \ \ \ • BEGIN 12" MAINTENANCE STRIP ~ /-\-CONST. CENTER LINE / \ ___ __,,,!',::__/ _\ ___ _ CHINA cove RAMP LEGEND BACKDRAIN AND FLOW LINE BACKDRAIN OUTLET GUARD CABLE FENCE VERTICAL RETAINING WALL EXISTING RETAINING WALL SOIL NAIL WALL NEW LANDSCAPE ZONE EXISTING CONCRETE STAIRS/WALL \\ \\ \ ·. , \ BEGINNING OF EXISTING WALL \ \ 0 , ~~-•·----! Q Lr) ' DISTANCE F. 25' ------/' S: d THE EXISTIN~OM BEGINNING OF ; 6 : TO THE BEG! RETAINING WALL ;" 'j NAIL WALL NNING OF THE SOIL · u, ew GRAPHIC SCALE • 0 5 10 ' I i ( IN FEET ) 1 inch = 10 !t. 23241 Arroyo Vista Rancho Santa Margarita California 92688 Voice: 949 888 6513 Fax: 949 888 1380 Web: www.gmugeo.com 20 i \ \ \, \ :ro ~N cm L() <C !-CJ [/; LL \ OCEAN BOULEVARD '\\\ ADD CAB FENdl;: TO ~ TOP OF S IL NAIL \NALL \ \ \ \ \ \ \ \-\ \ \ , , \ APPROXIMATE LOCATION OF VERTICAL RETAINING ffi WALL PER DETAIL ~ PERDETAL W \ \ ~: _,// /-EXISTING CURB \ FINAL LOCATION TO BE DETERMINED IN I O THE FIELD SO THAT DESIGN LANDSCAPE ; m ZONES ARE CREATED ABOVE WALL x, \.D ! N! +;c; ;' OICO 1 .. n / <'(' • ,......iv / / '--' SOIL NAIL WALL EXISTINGWALL _/ DRAIN OUTL~ I SEE DETAIL® ADD CABLE FENCE TO _./ TOP OF EXISTING WALL PERDETAILW DRAIN OUTL@ "--; 0 SEE DETAIL S~G :2 ~ : '' £::' : I..LCJ_L: (-5 ~ CONSTRUCTION NOTES: ® @ REMOVE AND RECONSTRUCT CONCRETE CHEEK WALL SEEDETAIL W ~ SAW CUT STAIRS LANDING TO INSTALL SOIL NAIL WALL OUTLET PER DETAIL~. THE NEW CONCRETE SHALL CONFORM IN GRADE, COLO , DIMENSION, AND FINISH TO ADJOINING CONCRETE THE HEIGHT OF THE VERTICAL WALL AT TOE OF THE SOIL NAIL WALL 2 VARIES FROM 0' AT STA 0+14.8 TO 3.5' AT STA 0+20.4. FROM STA 0+20.4 TO STA 0+57 THE VERTICAL WALL HEIGHT IS 3.5 FT PER DETAIL W \§7 @) THE VERTICAL RETAINING WALL AT THE TOE OF THE SOIL NAIL WALL DECREASES FROM 3.5 FT. AT STA 0+57 TOO FT. AT STA 0+64 .0 ! ~ ~ ~ ~ ' ;co &; '" '°' ,n EXISTING CONCRETE ... J 13 + "' ';' 6? STAIRSANALL ,,·.-.::r: C, 0 0 + -CJ ;VJ t; ;:: ~ 4: (/) V) 1- U) EXISTING WALL • ./ END CABLE FENCE ·--· •• ' V, V) !J) V, I ; , : : , ' I 0 0 C .£: u I c .0 :, 0, 0 C ---1-- ';' ~-'A 0 0, g (!)··~···· 50 0+10 SCALE 1 "=5' 90 80 70 60 6fTHORIZO ALSPACIN 50 SCALE 1 "=5' 0+10 0+20 I 0+30 ifbp clF dEf T • fAC~G '''SEECiETf\1Ul-';:fc=,_6ciil' -~ 6FT H:ORIZ NIAL SPAC 6FTVERTI ALSPACING G 0+20 0+30 WALL2 WALL1 FINISH,G DE 0+40 0+50 RO • !OS 0+40 0+50 -1-- HOT CRETE, RO . J4S -$- 1 ILNAILS.w/L ''$ otTOM:OF· f:f'!:~'--l@ . 0+60 i -$- 0+60 ,_ ' -$- '-• •"• ' GTil" 15' . -$- 0+70 I I !NISH GRADE ,. 0+70 -$-t ·6.0'T P,. µ Li6,0' -$- YP . ......l ILNAIL cl gj ;;;· -$--$-. ID 0+80 0+90 i- - -T 0+80 "'! -"ti? -=-"'" 0 ~ ,.._ ~ N -N- "' "- ~ LL r--(!) IL. . "l 8l + c;, ~ 1+00 E 0 N 0 a, N " N 0 " Cf) 0 E D ~ 01 b'~ C') OJ / ~ 0 o_ (J) "' <D > 0 u 0 C: .C 0 J_ u E / 0, " 0 / 0 " 0 C ~ 0 C-3912 ° r------------------------------------------------------r----------------,.---.,-------,-----------------------------,------.--.,...-----------------------------------------lg REVIEWED: 23241 Arroyo Vista Rancho Santa Margarita Galifomia 92688 Voice: 949 888 6513 Fax: 949 8881380 Web: www.gmugeo.com OCEAN BLVD./ CHINA COVE RAMP SLOPE MAINTENANCE .c u 0 •;>. (\ I o /(Sl)UVU,I\X.) 'f----+----l--~-------------+---i-------------------------1;::.: FRANK TRM•i SOIL NAIL WALL PROFILES 7 '-=~~~~P,!T~E~C~l~Vl~L~E~f~·!G~IN'.;_'E~E~R:._-L--l----1-----------------------L 0 " .c.__.f---------------------,--------1::::· ; / DESIGNED OS DRAWN DS CITY OF NEWPORT BEACH 1--R_-..,.;5..,.;9_7..,.;3_-S.;;;....._.5 j:, DAN STOICA. PE CHECKEO: GPS [l,ATE: 7 •16 12 NO. DAE DESCRIPTION Of REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 3 OF 12 :::0· ------------------------------------------....ii....------------------r-1---.....;;;;;.._;;.....; ______ .i... __ ..:..:;.iU.._ ... ~i.i;J..-..i..---.i------------------.....;;.;.i. _________________ _,J..;_..;_~:.........:.::...10 GREGOR. 90 ---------------------~--. 12" Wl~E CONCRETE OC NBLVD. MAINT NANCE STRIP, I TOPOFiwALL SEE DEtAIL 80 ---/------J-------i7------J:t'--------:!::I =-::-:::='..c...-nt--\---1 EE DETAIL 6.5 F .PROPOSED LANDSCAPE 70 -··----+----+-------+-- 1' WI E MINIMUM T RRADRAIN 101 -----' OR QUIVALENT P EFABRICATE~ GEOCO POSITE DRAIN SEE DE AILS 8 SOL NAILW IN SE DETAIL 50 f--------+-------+----+-------+---7"+ DATUi\1 ELEV 40.0' 0 10 20 GROUP SECTION SCALE 10-071-00 0 SECTION A-A' SCALE 1 "=1 O' ORIGI AL GROUND 80 f-------+-------+~.----1 SEED TAIL @ FOR ALL THICKNE S, AND EINFORCEME T 70 t---------j----::, EXISTING GRADE TRIM AND C MPACT PER SPECIF! TIONS ~ 30 1' WIDE Ml !MUM TER DRAIN 101 40 STAIRS \ // 60 r,---OR EQUIV LENT PRE ABRICATED (lf\, -SEE DETAILS \§§7 EXISTIN~ STAIR WAL DATUM E'LEV 40.0' 0o GROUP 10-071-00 SECTION C-C' SCALE 1"=10' 0 4" SCH 40 P RFORATED PIPE ENCASED IN 1 CUBIC F OT OF¾" OCK WRAPPED IN FILTER F BRIC (MIR 1140 NOR EQUIVALENT) 10 20 SECTION C-C' SCALE 1 "=1 0' 50 BOTTOM OF WALL _ SEE DETAILS@ CHINA COVE RAMP AVE. DA TU1l1 E'LEV 40.0' 10-071-00 B-B' 120 110 100 90 80 70 60 50 I ! 1 0 , SIDEWA K\ I OCEANrLVD.~ 1_ -·---- -"-j -,--· 0 MINIMUM 3 F I WIDE I - TOP OF ~ ALL (TW) __,/ ' SOIL NAIL WALL ' " .. ...__ • ..... •• ,. _L . ,, OR QUIVALENT P~EFABRICATE GEOCOlj.'1POSITE DRAII\I SEf DETAILS ~ OIL NAIL WAL DRAIN EE DETAIL E ~ I I I • i 10 20 30 TOP OF VERTICAL ETAINING WA L (TVW) SEE ~ETAIL @i I ' ' I EJilSTING GRADI T~IM AND COMP ,CT p R SPECIFICATIONS j SEE DET~L ttid FOR WALa=THICKNESS, AND REIN ORCEMENT I I . ,.,--,-Sl!AIRS LANDIN( ' 's_ 0~0FWA~lc '- SEE DE~AILS@ """ ' ,_,_ ____ I 40 50 60 GROUP SECTION SCALE 1 .. =10' 0 SECTION 8-8' SCALE 1 "=1 O' DAT[JJ\1 ELEV 40. o' GROUP 10-071-00 SECTION D-D' SCALE 1"=10' 90 ,---------------.,-------r-----,,----, I 70 OC AN BLVD. CENrERLINE I I 50 f------------+----+------+-------t---, 0 0 10 20 SECTION D-D' SCALE 1 "=1 O' 30 40 50 ~ I \ . \ --~----~ 70 0 0 0 ~ " u C C .c u I ~ 2' 0 / 0 r C .D ::J (/; Ix u) co / L 0 0.. Q) u: Q) > 0 u 0 C 0 U) §: 0 C-3912 ° CJ ----------------------------------------------.-------.---------------------,----.-----------------------------c 23241 Arroyo Vista Rancho Santa Margarita California 92688 Voice: 949 888 6513 \ Fax: 949 888 1380 \\ Web: www.gmugeo.com \ \ REVIEWEu: r?"'-0 rr, \ IJ,lV\JWIXl Vl FRANK TRAN 1------+----+-----------------t----i OCEAN BLVD./ CHINA COVE RAMP SLOPE MAINTENANCE 6 0 0 l/L/t--t---t------------t---i-------------------.1 "' 0 TYPICAL CROSS SECTIONS I 0 ASSOCIATE Cl\/!i_ ENGINEER 1-,-------,-,-,--,----i..~~---l----+-------------------+-----t----------------------,---------1/ o:siGNED os DRAWN os CITY OF NEWPORT BEACH R-5973-S ~ ,, N ~ D.'N• ST'·J"•,CA, ". C CHECKED: DATE: • •, '•"v, PUBLIC WORKS DEPARTMENT SH. E[T 4 OF 12 / 1..•-----------------------------------------------"-----------------•GR•E•G•O•-------•PE•••G•E---'---•"•"-------....1--.. 7"-,•·•s .. •:,_2,1,_,·., ..... •-•D•A•,T•E---D-ES•C•Rl•f)T.iO•N-OF_:~C.·\/.IS.!O•N•s ____________ ,_~P•P•RO•\•'E•D._ ____________________ ._ ______ _.0 .. _ GPS , STRUCTURAL/AESTHETIC REINFORCEMENT #4@ 12 IN. ON CENTER #4CONT. SCULPTED ROCK SEE SPECIFICATIONS PERMANENT FACING SHOTCRETE (f = 4000 psi} TEMPORARY FAGIN REINFORCEMENT 2 X #8 WALER BAR MINIMUM CLEARANCE= -~I -,, ,- ~~. <?•,,~'V . ..,.~. TEMPORARY FACING REINFORCEMENT 4X4W4XW4 WELDED WIRE MESH TEMPORARY FACING SHOTCRETE fc=3000 psi ,--. EPOXY COATED _/ No.8, GRADE 60 ALL-TRHREAD BAR r.j'\,--P_E_R_MA_N_E_N_T_S_OI_L_NA_I_L _AS_S_E_M_BL_Y_-_S_EC_T_IO_N_ '--J NOT TO SCALE ¢:! 0 co II > (/) _I -t ~ 0 -----------S = 6.0 ft ----------- 0.33 9"X 9"X1' STEEL PLATE GRADE60 · • Welded Wire Mesh. r 4x4 W4.0xW4.0 _.,--· # 8 WALER BAR • GRADE60 L=16 in. IJ\_N_A_IL_H_E_AD_R_E_IN_F_O_R_CE_M_E_N_T _DE_T_A_IL_ v NOT TO SCALE GROUT CENTRALIZERS AT 10' O.C. MAX. (MINIMUM 2 PER NAIL) Headed Studs Epoxy Coated or Galvanized See Design Summary for dimensions Beveled Washer Grade 60, galvanized steel Steel Bar, # 8, Grade 601--~ Epoxy Coated, All Threaded Hex Nut, Heavy duty, Grade 60, hexagonal type, w/corrosion protection Steel Plate Epoxy of Galvanized Grade 60, 9"x9"x1" Epoxy Coated Bar 0 NAIL HEAD COMPONENTS DETAIL NOTTO SCALE 23241 Arroyo Vista Rancho Santa Margarita California 92688 Voice: 949 888 6513 Fax: 949 8881380 TEMPORARY FACING SHOTCRETE f'c=3000 psi TEMPORARY FAGIN REINFORCEMENT 2 X #8 WALER BAR SEEDETAI~ 9"X9"X1" STEEL PLATE ~ ,--..., . .,,., ' -I i I TEMPORARY FACING REINFORCEMENT 4X4 W4XW4 WELDED WIRE MESH PROVIDE TEMPORARY CASING AS REQUIRED TO PREVENT CAVING AND/OR GROUND SETTLEMENT GROUT STAGE2 GROUT STAGE 1 EPOXY COATED No. B, GRADE 60 ALL-THREAD BAR CENTRALIZERS l1 L, DESIGN LOAD TEST LOAD ROW (FT) (FT} (Kips) (Kips) 1 15 11 33.2 44.2 2 15 11 33.2 44.2 3 15 11 33.2 44.2 qa = 4000 psi ALLOWABLE BEARING PRESSURE ESTIMATED ULTIMATE BOND STRENGTH BS= 10 psi DRILLHOLE PERIMETER P = 25.1 in DESIGN LOAD DL=BS x P x L ,= 10x25.1x11x12=33.2 kips GROUT AND TEST SEQUENCE 1. GROUTTOL2 2. TEST 3. POST-TEST GROUT TO L1 AT 10' O.C. MAX. (MINIMUM 2 PER NAIL) ij :--..._,........----------1 I -·-, , / ---! ! ~z;.;:;~;:~~j_j_•-1'- 0 TEMPORARY FACING AND ANCHOR TESTING DETAILS/REQUIREMENTS NOTTO SCALE NAILS ELEMENT DESCRIPTION VALUES NAIL PATTERN SQUARE - VERTICAL, Sv 6FT NAIL SPACING HORIZONTAL, SH 6 FT NAIL INCLINATION UNIFORM 25' FROM HORIZONTAL NAIL NUMBER PER PROFILE 9 TO 10 PER ROW NAIL LENGTH UNIFORM PATTERN L=15 FT NAIL BAR TYPE ALL-THREADED NO. 8 MATERIAL STEEL GRADE 60 DRILL HOLE MINIMUM DIAMETER 8IN. GROUT-PROTECTED CORROSION NAIL BAR CLASS II PROTECTION PROTECTION EPOXY COATED MINIMUM THICKNESS= 0.4 mm MINIMUM COVER 2IN. PVC CENTRALIZERS AS SPECIFIED GROUT NEAT CEMENT MINIMUM F'C=3000 PSI @28 DAYS ULTIMATE BOND MINIMUM SPECIFIED 10 KIPS/FT STRENGTH DESIGN SUMMARY 180' HOOK 2 1/2" MIN. 90' HOOK 0 REBAR BENDING SCHEDULE FRANK -RAN FACING ELEMENT DESCRIPTION TEMPORARY FACING THICKNESS (H) 4IN. GENERAL FACING TYPE SHOTCRETE COMP. STRENGTH 3000 PSI (F'C) WWM REINFORCEMENT TYPE GRADE60 GRADE 4X4W XW COATING EPOXY COATED OTHER REINFORCEMENT DENOMINATION 4 X 16 IN. #8 WALER BARS/NAIL TYPE STEEL BEARING PLATE TYPE GRADE60 GRADE LENGTH Lgp=9 IN. DIMENSIONS THICKNESS T,=1IN. HEADED STUDS DIMENSIONS (IN NO CASE SHALL DIA. "D" DIA. "D" BE LESS THAN LONGIT. OR VERTICAL BAR DIA.) BAR "D" FOR TIES & "D" FOR NON-TIES & SIZE STIRRUPS ONLY NON-STIRRUPS ONLY #3 1 112" 2 114" #4 2" 3" #5 2 112" 3 314" #6 4114" 41/Z' #7 ,#8 . I 6d #9-#11 -8d #14 -#18 . 10d PERMANENT FACING 6IN SHOT CRETE 4000 PSI STEEL BAR GRADE 60 NO.4@ 12 IN ON CENTER EPOXY COATED . 4HEADED-STUDS ½ X 4 ½ - - 4 HEADED-STUDS ½ X 4 ½ NOMINAL LENGTH Ls= 4 IN. HEAD DIAMETER DH= 1 iN. SHAFT DIAMETER D 8= ½ IN. HEAD THICKNESS T" = 0.3 IN. SPACING SHs=6 IN. E 0 N ') N -~ N 0 '-... co 0 0 > i Q) > 0 u CJ 0 Q_ Q) Q'. Q) > 0 u 0 0 C "6 U) '" > 0 C-3912 ~ C _____________ _____, OCEAN Bl VD. I CHINA COVE RAMP SLOPE MAINTENANCE 6 0 0 ---.J---------------------/--------1-------------------------------t I SOIL NAIL DETAILS -r-- 0 I 0 (£_ FOR WALL, REINF. & FOOTING . ' ·• 2 #4 CONT. +-. -. -,; •, ' ; #4 VERT.@ 16 O.C . .,c•~....,·, • ·:. .• ·., a ·ffi - . ·.d., . . (2)#4 CONT. 8" NOTE: EXPANSION JOINT #4@ 16"0.C. SCULPTED ROCK #4CONT. 12' TYP. SHOTCRETE fc=3000 psi SHOTCRETE (f = 4000 psi) ALL REINFORCEMENT REBARS SHALL BE EPOXY COATED 0CHEEK WALL -SOIL NAIL WALL CONNECTION 1 NOT TO SCALE SEE DETAILS@@ FOR WALL THICKNESS AND REINFORCEMENT ---'-.., 1' WIDE MINIMUM TERRADRAIN 101 ...... , OR EQUIVALENT PREFABRICATED ~ GEOCOMPOSITE DRAIN ffi SEEDETAIL ~ SOIL NAIL WALL • ---, \ EXISTING WALL -, \\ OUTLET GRATECAP , \, STAIRS -·~ \ 4" SCH 40 PERFORATED PIPE ENCASED IN 1 CUBIC FOOT OF¾" ROCK WRAPPED IN FILTER FABRIC (MIRAFI 140 NOR EQUIVALENT); OUTLET THROUGH THE EXISTING WALL USING 4-INCH DIAMETER NON-PERFORATED PVC PIPE TO CHANGE DIRECTION IN PIPING, SWEEP ELBOWS MUST BE USED. NO 45' FITTINGS/BENDS ARE ACCEPTED. ~1--D_R_A_IN_AG_E_A_T_T_H_E _BO_T_T_O_M _O_F __ _ ~ EXISTING WALL -NOT TO SCALE I • :z 15; i~ ·~ #4 CONT. ~ / r (5) #4 CONT. I r-·-1•.3•• ····r: #3@12" --I / •-~--~ ---------... r-·c·i EXTEND SHOTCRETE ----, /' 1 11 REINFORCEMENT INTO / d ' #4CONT. ~ / ··, ...... :Q. ' '-,::- "' " /",. KEY AND TERMINATE ~ WITH STANDARD HOOK ---i i ' 1·· .1 i ,~ 1- • EXTEND SHOTCRETE '""" .. I ;::; REINFORCEMENT INTO " : ' 1·--' I --. ··-·I 1--1 •• • 3" CLR KEY AND TERMINATE WITH STANDARD HOOK i--4' /1,./~l--lm, -· ··,,"""• -#3@12"i ~ 3"CLR l ,.t.. _ _..1 (SJ #4 co~~~ ~...,--~ #4@ 12" 0.C. ~. I ~Li.-1 ,- ---r 1--.::1 ' , ... TEMPORARY FACING REINFORCEMENT 4X4 W4XW4 WELDED WIRE MESH I f ! ·1 i '11~ -1 i· I . 1 '-°' I ,1-'-_ ,1=i -TEMPORARY FACING _,_,,·· REINFORCEMENT J., ,-.I 4X4W4XW4 1 WELDED WIRE MESH NOTE: #3@ 12" o.c. ·--- FG ·-- ·-·!::•-.-I' 1-,11== NOTE: ~ SEE DRAINAGE DETAIL ~ ALL REINFORCEMENT REBARS SHALL BE EPOXY COATED TWv - 3 FT MINIMUM ----- ./ . . . : •, / PLANTER AREA·-~. .Z.'CLR ;" GEOCOMPOSITE. ---'I, BENCHING J (2' TYPICAL) DRAINAGE STRIPS /,;'1!':, '---✓-,,."l's. ,,.✓ //✓ BACKFILL: ✓/ USE ON-SITE OR IMPORT GRANULAR SOILS APPROVED BY THE ENGINEER. COMPACT TO 90% RC AT OR ABOVE OPTIMUM MOISTURE CONTENT fc = 4 ksi fy = 60 ksi APPLY STEM WALL SHOTCRETE DURING PLACEMENT OF 2ND STAGE SHOTCRETING OF SOIL NAIL WALL NOTES: . . 1--------------------------r-----,--:i,n ; 1' WIDE MINIMUM TERRADRAIN 101 ·--, /,--TW ;· SECOND LA YER 1 OF SHOTCRETE OR EQUIVALENT PREFABRICATED \ GEOCOMPOSITE DRAIN (ii"'\ \ SEE DETAIL ~ '\ \ SOIL NAIL WALL ~ ffi SEE DETAILS ~ ~ FOR WALL THICKNESS AND REINFORCEMENT ~ EXISTING WALL ---, STAIRS 7 \ ' \ 4" SCH 40 PERFORATED PIPE ENCASED IN 1 CUBIC FOOT OF¾" ROCK WRAPPED IN FILTER FABRIC (MIRAFI 140 NOR EQUIVALENT); OUTLET THROUGH THE EXISTING WALL USING 4-INCH DIAMETER NON·PERFORATED PVC PIPE ;v #3@12"o.c. SEE DRAINAGE THROUGH ffi~ EXISTING WALL DETAILS \€:§)~ 3"CLR .... 1. ALL REINFORCEMENT REBARS SHALL BE EPOXY COATED (4)#4CONT. -] (2) TOP AND BOTTOM 1'.Q" MIN. ALL REINFORCEMENT REBARS SHALL BE EPOXY COATED t (4) #4 Cont.J (2) Top and Bottom 2. WALL TO BE FORMED 1'-0" min. FIRST LAYER OF SHOTCRETE / (TEMPORARY FACING) / SECOND LAYER OF SHOTCRETE __ J (PERMANENT FACING) (DBOTTOM AND TOP OF WALL DETAILS NOTTO SCALE 0 VERTICAL WALL AT TOE AND TW DETAIL NOTTO SCALE 0 VERTICAL RETAINING WALL ALONG 4 TOP OF SOIL NAIL WALL -NOT TO SCALE 0 DRAINAGE THROUGH EXISTING WALL NOTTO SCALE r· TOP OF SHOTCRETE SLOPE (TS) SEE DETAIL@@ FOR WALL THICKNESS AND REINFORCEMENT ---t--- 1' WIDE MINIMUM TERRADRAIN 101 -+-----" OR EQUIVALENT PREFABRICATED GEOCOMPOSITE DRAIN SEE DETAIL (8'\ ~ STAIRS LANDING-SAW CUT EXISTING CONCRETE PANEL (JOINT TO JOINT) AND -·-\ REPLACE TO MATCH EXISTING \ ~ OUTLET \ / GRATE CAP 1 I I I \ \ ' i \ 10···---· 3" SAND BLANKET ABOVE AND BELOW OUTLET PIPE I L... .. OUTLET THROUGH THE SOIL NAIL WALL AND UNDER THE STAIRS LANDING USING 4-INCH DIAMETER NON-PERFORATED PVC PIPE ., \ \ 4" SCH 40 PERFORATED PIPE ENCASED IN 1 CUBIC FOOT OF¾" ROCK WRAPPED IN FILTER FABRIC (MIRAFI 140 NOR EQUIVALENT); OUTLET THROUGH THE EXISTING WALL USING 4-INCH DIAMETER NON-PERFORATED PVC PIPE GEOCOMPOSITE --+--+-~.- DRAINAGE BOARD 1'WIDE SOIL NAIL FINISH GRADE ·-, ~ ~ BOTTOM OF SHOTCRETE -~ -/ SEE DRAINAGE -1/ CONNECTION DETAIL ··, __ 1' WIDE MIN. TERRADRAIN 101 OR EQUIVALENT PREFABRICATED GEOCOMPOSITE DRAIN -+--4" SDR 35 SCH. 40 PERFORATED P.V.C. PIPE \\ SECTION B-B' \ .. _. 1 CUBIC FOOT OF 3 /4" ROCK WRAPPED IN MIRAFI 140N FILTER FABRIC OR EQUIVALENT NOTES: OVERLAP GEOCOMPOSITE DRAINS AT BOTTOM OF WALL TO "WRAP AROUND" PERFORATED PIPE. B' ,,...--1' WIDE MIN. TERRADRAIN 101 OR EQUIVALENT PREFABRICATED GEOCOMPOSITE DRAIN 4" SCH 40 PERFORATED PIPE ENCASED IN 1 CUBIC FOOT OF¾" ROCK WRAPPED IN FILTER FABRIC ·-------161..0 11 _____ ____,,_ DRIVE-, I FIT G.I. \I CAP .... i0.5" )r--J,;-. 1x7 PREFORMED V // GALVANIZED • i 10.5" / L -t--·<--~-+_,,/--/---.. 1-½" GALV_A_N-IZ-ED-.... -. - 10.5" :i I LINE POST i J 10.511 !;:! /r--¾" STEEL TRUSS ROD / WITH TIGHTENER • z T~L-HL...J,---....,,,~--------¾+t ( 7, ,\'>, > L.·1'• \ . . 7 - l , J?,. t• tr • ,. J.·,. I " J ' '/ ~ ! -c.• O....L ' ,, • . •7 t.. >' ~. b KEYA~ THE TOP OF SOIL NAIL WALL/EXISTING RETAINING WALL " 1 ½" / GALVANIZED , LINE POST I D s·· L ISOLATED FOOTING DETAIL 1. ALL METAL PARTS OF FENCE SHALL BE GALVANIZED NEW MATERIALS AND ALL POSTS SHALL BE FITTED WITH DRIVE-FIT CUPS. 2. LIGHTWEIGHT METAL INSERTS SHALL BE SHEET METAL TUBE WITH I.D. ¾" GREATER THAN POST O.D. EMBEDD POSTS MINIMUM 12 INCHES IN THE SOIL NAIL WALL KEY. __J B 3. THE FENCING SHALL BE INSTALLED IN SUCH A MANNER THAT THERE ARE NO OPENINGS OR GAPS WHICH IN THE OPINION OF THE CITY COULD BE HAZARDOUS. CABLES SHALL BE STRETCHED AND FASTENED WITH 2 CABLES CLAMPS AT EACH ANCHOR POST AT 16 FEET ON CENTER. NUTS SHALL BE WELDED TO CLAMPS OR COVERED WITH AN EPOXY PUTTY (J.B. WELD OR EQUAL) TO PREVENT REMOVAL. (MIRAFI 140 NOR EQUIVALENT); , 4. OUTLET USING 4-INCH DIAMETER! NON-PERFORATED PVC PIPE ELEVATION i 5. ANCHOR POSTS SHALL BE GUYED WITH¾" STEEL TRUSS RODS AS SHOWN. i 6. PIPE FOR FENCE SHALL CONFORM TO ASTM A-120. GALVANIZING SHALL COMPLY i WITH ASTM A-123. i 7. WHERE FENCE REQUIRED TO BE PLACED IN EXISTING WALL, 3" DIA. CORE HOLES FOR ANCHOR POSTS WILL BE REQUIRED. THE ANNULUS SHALL BE GROUTED WITH 2500 PSI CONCRETE. r 2" GALVANIZED / LINE POST -l 8" [- END/CORNER POST DETAIL 2500PSI - GROUT .r1' min. 11--511 -EXISTING RETAINING WALL CORE INTO EXISTING RETAINING WALL c .. Q) > i Q) > 0 u D C Q) > 0 C C C (j) DRAINAGE AT BOTTOM OF VERTICAL SOIL NAIL WALL-NOT TO SCALE 0 GEOCOMPOSITE DRAINAGE DETAIL 8 NOT TO SCALE tr:\ GUARD CABLE FENCE (0.C. STANDARD PLAN 1413) 01---N_O_T~T-O-S-CA-L-=E-------- 23241 Arroyo Vista Rancho Santa Margarita California 92688 Voice: 949 888 6513 Fax, 949 888 1380 Web: www.gmugeo.com RE\liEWED: DESIGf'-iED: CHECe:ED: DRA\\/N: DS D,, ::, D,ii,1~.: D C 0 Ui Q) > D u C-3912 o C r OCEAN BLVD./ CHINA COVE RAMP SLOPE MAINTENANCE u C) 0 _____ L ____ ---+---------------------\-----11------------------------------t I SOIL NAIL WALL DETAILS ,-~. 0 I 0 -----··--·---·· .. --,-...... ,_,, ............................ -l-----1-----------------------.------------:::---I/ CITY OF NEWPORT BEACH 1--R_-_59_7_3_-S--1 ~ GREGORY ; s1L,:.;E~. M.Sc., PE. cc.,/.✓-DAN sm1c:A, Pc DA:E DESCRl"TION OF R,v1s,0c.,s APf'ROVD PUBLIC WORKS DEPARTMENT SHEET 6 oc 12 / L..----------------------------------------.L...-----------------"""""'------------.1....--~"'---~~i.....----------------------.....,--.i.....------------------------0 NO. GPS 7 /16 112. lo G---+-1 - --\-·-CONST. CENTER LINE ___ _,/'---_,/ _\\_\",,----- LIMITS OF REMOVAL -- CHINA COVE RAMP LEGEND REMOVAL ZONE TRAFFIC SIGN, TO BE PROTECTED IN PLACE . \ \ \ OCEAN BOULEVARD \\ \ \ \ \ LIMITS OF REMOVAL··, \ \\ CONSTRUCTION NOTES: SCALE 1"=10' (D REMOVE CONCRETE SWALE @ REMOVE CONCRETE CHEEK WALL @ REMOVE TIMBER WALL @ REMOVE ALL VEGETATION INSIDE REMOVAL ZONE \ \ "' 0 q \ :-r---- LIMITS OF REMOVAL_.../ / \ •~REMOV SEWER LINE 0 G 0 E 0 ,..., n " 0 5 £ u I =, a Q (l) De (I) > 0 u 0 C .C u 0 C ·o VJ " > 0 C-3912 ° 0 ...------------------------------------------..... -----------.---,------,-----------------------.----...-----------------------------------lie REVEWED: ..c OCEAN BLVD./ CHINA COVE RAMP SLOPE MAINTENANCE u 0 C ----------------l----------------------------------1 I 10+00.00 3 BEG 4-IN FM . TOP OF SOIL NAIL WAIL\ ±76.0 INV • FIELD VERIFY 4 \ 1 CURB I/ I 2 / ._,., ",',-~--"----...___.,, I I \ / 82.00TW LANDING TOE OF SOIL NAIL WALL .~ / SCALE 1'' = 20· 0 10 20 ~~:TW, "'-....~_.,_.........- TOE OF SO~L NAILWALL:\ STEPS \ GENERAL NOTES 1. SEE SHEETS 2-4 FOR SOIL NAILING WALL PLANS 2. ALL BURIED PIPING SHALL BE CONSTRUCTED PER APPLICABLE PORTION OF THE CNB STANDARDS: 105-L-A TO 105-L-E, AND SID-106-L CONSTRUCTION NOTES CD PROTECT IN PLACE ® INSTALL 4-IN YELOMINE PVC (SDR 17 MIN) WITH RESTRAINED CERTA-LOK FITTINGS AND COUPLINGS. TOP OF FORCEMAIN SHALL BE AT LEAST 12-INCH BELOW THE BOTTOM OF THE 4-THICK TEMPORARY FACING. INSTALL TRACER WIRE CENTERED ABOVE THE FORCEMAIN. G) INSTALL YELOMINE SWEEP W/ RESTRAINED CERTA-LOK. CONNECT TO EXISTING ACP OR PVC PIPE WITH EBAA IRON RESTRAIN COUPLERS 0 ABANDON EXISTING 4-IN SEWER FORCEMAIN. CAP ENDS. 65. TOP OF SOIL NAIL WALL 10+42.00 END 4-IN F ±60.0 INV • -_ • .. • _-,.'/2 ", "'~ C-3912 0 C 6 -0 C 0 -0 > "' § 8 i ,.,. " C L t ---------------------------------------------------------: REVIEWED: OCEAN BLVD. AND CHINA COVE SLOPE MAINTENANCE c5 ? ~4.,.,(,.-C.---I SENIOR CIVIL ENGINEER SEWER F.M. REPLACEMENT " R.C.E. NO. 63670 6 DATE 8·)-/r _0 DES!Gf\£0 FTT DRAWN FTT CITY OF NEWPORT BEACH R-5973-S ~ 30 Clf:CKED AT DA1B7/31/2012 PUBLICWORKSDEPARTMENT SHEET 8 OF 12 'fj ________________________________________________________________________________________ ..1, _ _._ .... ____________ ...,1 __ ..._ _______ ._ __ ..;.;..,.....;;~~;;...;;;L.. ___________ ..._ __ ;;...._.;.;;;;..ali.: GENEAA!-NOTES: ;A.LL P•PiNG ,~ND RELf\iED tRRiG,A.TIO~ SQ:J!PMENT Si-rO\VN !N PA\/ED ARi::PS iS FOR. CL.-AJ:21-:-Y ONL Y, Ai-L 2QUIPHENi 7··0 BE t~ST A-L.E:D IN PLANTED 1~RE:,,6,S W~EN POSS•BLE. THE Fl~L LOCATON As.JD EX6'CT POSITIONl:'-G OF THE IRRIGA7i0N C0N7R0LLE:R Sf-'ALL BE APPROVEO BY THE ENGNEER PRIOR TO '-'STALL.ATION. THS IRRIG,6'TION SYS7E'-': SHALL BE l•NS-.ALL2D BY A COr-'PETENT LA>-JDSCAPE CONTRACTOR EXPERIENC2D N IRRiGATI01'-! NSTAL, .. A 710N A'-ID 7 H2 BASiC FUNDAMENTALS Or ITS HYDRAULIC DEMANDS. THE IRRiGA-r;oN CONTRACTOi< SH.ALL. FIELD SELECT ALL IRRIG.A_TIO!',; :'-!OZZLES A'-ID AR•~ PAT7ERNS TC OBTAN OPTIMUM HE.AD -ro HE.AD COVERAGE \ViTH THE :-11NIMUM 0" OVi::R-SPRA v. TrE IRRIGATION CON7RACTOR SHAL. .. G:JARA!',rn:'l:: ENTIRE SPRNKLER SYSTEM AGA!NST DEFECTIVE t'-1/:'!i...TERlf'.\L..S ,~NJ WORKM.A.NSHiP ?=OR A PE'.<iOD OF ONE YEA:< i=ROM DATE OF= APPROVAL SHOULD ,£\NY REPAIRS BE NE'CE:SSARY DURING 7HE PE:;:;?.OD, Ir DUE: TC DE:FEC-.IVE MATEl<IALS OR WORK~ANSHIP, CON7 RACTOR SHALL. REPAiR AT i-',S EXPENSE. OBSTRUCTIONS \VHE"c V2R7:CAL OBSTRUCTONS (UTUT1ES BOXE:S, ST!"..EST UG,.·ffS, T;:;?.E:ES. ETC.) l:NTERFE;:;?.E: \VT-, TrlE SPRAY PATTERN OF THE: SPRNKLE"2 rlS",DS SO AS TO PREVENT PROPER COVERAGE, THE IRRiGATION CONTRACTOR SHALL F'ELD ADLUST THE: SPRiN<:t...ER SYS7EH BY NSTALUNG A QUARTER CIRCi-E OR HPLF C!l<CL.E SPl<.iN<LE'< HEAD ON EP--CH S!DE OF 7HE CBST'.<UCT!()' SO PS TO PROV!DE PRC,PE:R CC)\/ERAGS. AL.l-,t,,.D.;USTME!'¼~S SHAL!-BE: Mfa02 AT NO ,A.DDITION.AL COST (TYP!C,A.L). CONTROLLER INSTALLED IN \I,""-VE BOX ' ' GRISWALD TORO R.ANl31RD 570Z-l2P-PRX-COM DOC\,VP-8-9V 64 75~SERIS:S VAL.VS NO._..,. APROX. GPM-llD--JO GPM VAL.VS SIZE-► 7'' :2" POP UP SPRAY HEf\O \V / (X-FLO\,V, P<ESSURE Rf-G ., CH:::C!<. VAL. V::) .. ALTOl"' .. A,T:C IRRIGA710N CONTW__]L V,A,LV2 \ViTH DC LATCHING SOLENOID SATTERY-OPERATSD 8 STA-ION CONTRO'...LER IN VALVE: BOX \V!"'"H ALL \MRES RUNNING 70 ,..,... Q .. J,CK COUPLiNG VALVE s~s 6.ALL V,..:\LVE LiNE: SiZE: P'v'C SC:r-f. 4C (';:)VC SCH 80 UNDER :?AVEMSNT) PVC CLASS 315 CONJKO~l-2:R LOCr'\TIO:"-: JN OCEAN BOULEVARD V,AL.. VE BOX WITH ,ALL \VIRES RUNNING TO TH'S / c.OCATION 20GPM :.~,;· 1,112 _. __,. _,_ -------------------ill•-<!~;-----_,_ -,,J/lf 1/2" --------------------·-----------· 1C 1(! -------1' - I ffi I >Ir:< , I C I ---------------- Vl 3;4' ----'.f}'- / \, ' \ I \ ___ _, __ ~✓--~-:;c_•:C:. C::-=--'CC",=-~'..',;;...-. -n m 7J z r ~ Tl ~ m z C ---"'~ / ,,,/ ✓ > m ex.1ST!NG BACKFLO\V l....OCA°;ION ~ cd CHINA COVE DA ~MP ;:;:;;;;:-:-,c-..L..!£_;~,~:~~,~~~f-_.. ~::;"~~ -,. 1i.i GRAPHiC SCALE 2e ----- !NCrl = 10 ;=T. <.O I 20271 ACACIA ST., SUITE 120 NEWPORT IJEAC,:J:11 CA 926611 TEL. (949) 251-l!""" FAJ!. (949) 251..oll99 LANDSCAPE ARCHITECTURE REVIEWED: r!';:''. Nc'c i \..::}VAJ)M-''l \,Jir{l;Vc../ FRANK TRAN ASSOCIATE CIVIL ENGINEER DESIGNED: DRAWN: D.P. D.P. CHECKED: DATE: D.P. 07-25-12 ND DATE: ~O IRF<iGATiON FO<! EX!STiNG ?LA!",JT M.A iER!A~ DESCRIPTION OF REVISIONS APPROVED ......... ,. ------------ __ ------·--___ --irr· -·------._, ___ - \ \ \ I I I I I I I I I I I '11-----1 10------1 ' C-3912 OCEAN BLVD. / CHINA COVE RAMP SLOPE MAINTENANCE ll<l<IGATION PLAl'J CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5973-S SHEET 9 OF 12 ~ □ TORO DDC\1\/P 1, 24-" COILF-D \V!RE L..EA02R 2. VAL.VE BOX l~i~;,TALl ... P~!< V,ALVE DST AIL 3. v .... \L VE iDENTIFICAT!CN TAG, .d.. BAfSF<""' OPSPA7F.D cor,:w.o: .. LER. S. 24-' LONG RED \VC.lOD MOUNTING S"TA'.(c CONTROLLER IN VALVE BOX ,,, .. ,., .. ,,.~. 2 ., ... ,.,.,..,.,. ---=-· :::::::::::::~:::::;:· ._._m/trHf£6bcit _.jf-" ,_ .-, , •. ,. ,, 11--1 I 1~: ·~ I l:---d '-------· ... ",.'·,." ,-:\/-.. F• ... '· -_:r;::_•f'TI ;_J-1, '1-~:-c--:':'~rr '-,Sh,. .S ••• ✓-"' '''---1!1'----I --•-i•~"::::J, ,._ ... ,, ...... ,. ,. .. ' ,,,,. .. ,.,., . ..-..,.• .. ,. ., ., ,. "' ,. ,. ,. -~ .-, '°' ,, " "' '• A ,-, ., ;,-. ,. "' " ., ., .,,_ ., .~ ... ,. -'• •' ,·, ,. ~ ,, .,, ,. ·" ., -~ ,-. ,. "· ,. ., -~~~~~•~:~1~_-.~ .,,----0 ,, ,. ,. •'• ,. ,•, ,. ,_ ,. ,, ., ,-, ,. ,'. ,. , .. , ,. "' ,. " ,. ,. ·" ,. "' .. . , .. .., "" ...... ,, ... , .... . ,,.,,., ...... ~,.,c..,,. "' ,. ,, ... ~ ... "' " ., , . .., .... ,,.,,,,.., ....... , . ,. ,. ",. ... "" ..,_,." 1. FINISH&~ 2. APPl<OVeD !:>"GKALL 3. POP-UP :S~Y HEAD 4. PVC SCH 80 NIPPl..l:! • 4" MIN. LENG'fH 5. PVC TX T 90 DEG. !S"fl<S:E:T ELL. 6. PVC SCH 00 • 6' l..ON& 7. MARI..EX $Tl<l=T ELL. 8. LAiEF<AL. LINE PVC TE!: 9. LATERAL LINE PIPE, SIZE AS NOTED ON PI..A,'J 10. HAADSCPPE SUF<FACE (WHS<e APPI...ICA6L.E) POP -UP SPRAY HE.AD 6"MIN, 2. \\rATC::R PROOF \J•/lRE CCNNSCTO'<.S 4. E'...,ECT2.:C CONTROL 'v'.A.!..-\IE. - R.ErEr:2. TO \QgiGATCN LEGEND POR 1...,,0,"'NJFACTURE:'.K A ".Ju r',ODE'L ~-VhVE BOX WTH CCV~!<. rEAT BR.A.ND VA:....VE NO. \\!/ 2" HiGH CHARACTERS. 6. P'li'ilS!-1 GMDE.-VALVE BOX TO 6E PUJSH \Vl:i'7 GRAL'")E !N TUR~ ARE~S A"JD ·z ABOVE G~E ::-...: GROJ-.J;:) COVER I SHRUB A<EA?. 7. BR..\..SS N!-?PLE, (C!..DS:=). 8. PVC SCH A() EL~. ---7 ------<14 i1. PP-.ESSURE 1....,~IN Li:'-.JS:: PiP!NG -REFER TO it?.l<.iG,."-.TiON L~GEND FOR -r,YPE AND SlZE. ':.:2. <:~CH 80 N,??;...S (2 l!'-..:CH '.-ENGTH, ;-tr[)DE.N) ANDSCH40HL <3. PRE.S,SURS M6,,I!'-.; LINE Ff;TiNG, 'ES OR ELL 14, Pv'C SCH 40 I'-" ALE />,Dp.,f-"2:,1<. 1,5. J:.-'VC LA'.<ER.f>.L LINE:: P,PiNG -·,---o S.~PR1NKLERS. RE~Er< TO t;::2:R.1GA-nCN LEGEND FOR CYPEAND S:ZE.. 16. P--c:..A.GRAVf.:L., MIN!M: .. }M DEPTH 0F6 INCHES, i7, f;;::2.ASS BAL.L \//~LVE NOTE: iNCLUDC .. ~ OC ~TCHl:~G SOLt=NOlD Qt--.; E:ACH V,AL,\/E 10 REMOTE CONTROL VALVE WITH BALL VALVE~ UNION Q.C.V. \ \ 4 5 0 QUICK COGPUi"-.:G VALVE 0 BRASS N:PPLE (LS~GT~ AS !<El?.) ® SK-"\SS 120 DEG. ELL. 0 ElR-'-.SS NiPPLE • 6' c.ONG. 0 BRASS !20 DEG. STREET ELL ® i"-"1AiN L\,NE ~iTTNG __. ..;,,._,., :. 1.-'r"' i::,,i, ;..._r,VC!-. ®. ~'Un,,-. t:. ..-,-p•, Gn"~ ,,... @ ~AN L!NE PO!NG © \VA'...K Q;.c C'.JRS QUICK COUPLING VAL.VE -IN BOX 20271 ACACIA !IT., SUITE 120 NEWPOF!T 13EA\?!_f1 CA 92660 TEL. (91111} 251•8""" FAX. {949) 25141899 LANDSCAPE ARCHITECTURE 7 r.; 1. flNISH GRADE 6. BRICK(10F4) 2. 2' IN G.C., FLUSH IN LAWN 7. PVC 5\1/EEP a.LG, 3. VALVE eox. 8. 1 CU. FT. Pe.A 0RAVE (M!N) 4. WATE!:a Pl<OOF CONNECTOR 9. GRAY PVC 9CH 40 WHE,N SPECIFIED Dll<ECT BWR\Al.. OTHER\MSE:. 5. 24-" WNEAR U::NGTH OF WIRE. GOii.ED. RUN ALL WIRES ADJACENT TO I1<1<I0ATION MAIN LINE Wl-iEN POSSIBLE. WIRE PULL BOX/ JUNCTION BOX I I 6' [.,,.t11_N:J . .............. ,., ·1,., ______ ,..........,...;:;._.., ,.,..,.,...,,.,.~,., .. ~,.., ,.,.,,.~,,, ...... ,..,..,., > ,_ h ,, _,. C• ",, Y• <' ,> ,a ,-, .,. " " ., ..... , ,. ., ,, .,, ,. ...... "' ,,. .,. ,._ ,. ,. ;, ,. . .. ... , ... , ..... , ,. ~. ,, ~-... ,, ., .. ,,. ,,. .... , .. ,. ; .... 12" MIN I I. HAl<DSCAPE EDGE (Wl-iEl<E. APPL.IGABI..E). 2. Tl<E:NGH 3.LATE.FilAL LINE PIPING. 4.Pl<E.SSUl<E. MAIN LINE PIPING. !S.CONTl<OL Wlf<ES. TAPE AT 6 FT. O.C. 6.CL.E.AN. APPl<OVED BACKFIL.I.. MATEl<IAL.. 7.FINISH SRADE. REFS< TO IRRIGAilON SPECIF!CA110N5 FOR ADDIT10NAI.. INFORMATION. TRENCHING REVIEWED: 1~0' n rh:'[r, V'--__ ...J.1~\y{)AA v ,, ,u FRANK TRAN ASSOCIATE CIVIL ENGINEER DESIGNED: DRAWN: D.P. D.P. ,e,· MIN CHECKED: D.P. DATEO?-ZS-j Z NO DATE: DESCRIPTION OF REVISIONS ) l 0- ----------) -'!----~----- bl I I i-.._i 0--:,·========-~,----,,! PLANVIE.W LI=GEND 1. 20" X30' RECT-ANGULARVAL\/2 30X. 2 14 X 19 !<ECTANGULA:2. V A..VE BOX. 3. 10" D~Li...t'-'lE:TC:l< Cll<CULAJ?. \/,At, \lE BOX. 4_ EDGE OF H1A.1<::JSC.AP2 SU!<FACE:, ETC. NOTES: SET VA-VE BOX .A'-JD VAL Vi:: ASSEr-1Bc. ~ IN GROUNDCOVER / SHRUB AREA \\/HERE POSSIBLE. it'-iSTALL iN TUC:,;:: CNL Y IF THER:: IS NO f'OJACENT G12.00t'-JS CO\/ER SET VAL.VE BOXES 2 Mfav<i!'--:UH /ABOVE GRADE !N MUl-Ch COVE;;;?: 01< GROUNC>:::oveR I :::?Hl<UB AREAS, SET ~LUSH \>,/:"TH ·FiN!SH GRADE: iN TLRF /t.i..,RE-A..S. A\IOID HEAVY COMPACTION OF SOIL AROUND \IALVE BOXES TO PR::vs,rr Tt-:211< DEFORMATION/ COLLAPSE:. SE:T VAL.\/E: BOXES PARAJ._i.-2;:L-TO ONE: ,A~JOTHEF< ,A.J'-JD PERPENDICULAR TO EDGE. CEi',iT2R VALVE BOX OVER VALVE TO FACIL..TATE SERV,CING OF VALVE. iNSTALL ALL \/ALVES PERV?LVE iNSTALLATlON DETAiL.S. VALVE BOX INSTALLATION 0 I I t FINISH Gl<ADE 2. 2" IN G.C., FI..USH IN LAWN 3. VALVE ElOX HEAT B~ND ' B.V. WI 2 H!Gh O·iA:::,ACT2:RS. 4. PVC t-1AI..E ADAPTER. (TYP .. ) 5. BRASS EIAL.L VALVE APPROVED l 6. BRASS NIPPLE 7. ElAASS UNION 13. 1 CU. FT. PEA GRAVE (MIN) 9. Eli<ICK OR CONC, SUPPORTS. 10. PVC t4AINLINE. .AND FfTTIN@S. C-3912 OCEAN BLVD. / CHINA COVE RAMP SLOPE MAINTENANCE IRRIGATION DETAILS CITY OF NEWPORT BEACH PUBUC WORKS DEPARTMENT R-5973-S SHEET 10 OF 12 PLANT PALETTE BOTANlCAL NAME COMMON NAMI= DESCRIPTION CAU~D;?.INA SPECT ABLi§ f)f.54 BJ'.'>CCKi\1<.tS PiLLJ '.-Ai<lS 'TW!N PEAKS PROSTRATE COYOTE BUSH e,3 RED 60i.JGA!NViLLEA FIVE Gk. ViGOUROUS LARGE EVE.1<GREEN \/NE \ViTH PRO~LSE CR!MSON RED FLO\.\/ERS !i's \,\//~M i"1DNTHS. \ w " Cr:!-~ 77 ~F,l;' CEA-HOR CE.A.i'lOfHUS GRISELJ9 HO'<iZONT:A:....iS CARMEL CR.EE:PER FlVE GAL. CA.L•FORNiA N.A'"::VE E\/ERGREEN SH!<.~S IN \)vAF<M CUMATES TO 2.,:l.' WITH 6' SVKEAr:J. L:GHT B!....UE r r=L(N,/E~ CL.-1.JSTEKS. :,.·JJ·.·.·.·.,._:V •. •.• .. • •• , ·~· .. '" • . ,·• ~:..:.:.·•. ToYON 15 GA'.- 8 ROSA 3ANKSi.AE. LJ../TE.A' BANKS YELLOW ROSE 1SGA!..... SEMl-EVERGt2.EEN CLIMBS:< TO '6. ~OFUSE OOUB-LE BLOOMS OF CA.\AKY YELLO\V . EXCELL=Ni 3Ar-...JKCO\/ER ®307 ROS"-4ARlr--us P. '!RENE' PROST1<.ATE iRENE ROSEMARY ONE G,AL. A<O;""'ATC 6LL2 Gl<EE'-..l FO;..JA.GE R<OSTRA.l'E G<-0\\/!NG SHRUB \V/ Dt::EP BLUE.-VlOi....EI FLO\VEK SPIKES, :::uLL SL'r-.J. ALL SLOPE Ar<EL\S SHf\LL RECEl\/E ERCSk::'.A'-J CCNTJ<.OL. JUTE: NETTIN,S BL,,AS'\'.K::T. (GEO.JUT~ 500 MESH/NE-:TING TYPE 3.B (SOILSAVER) ' CH/NA COVE DA ~MP DA. 1. O~O\,VN 0~ PLANT 2. ..'.!.'' HiG~ TE.Mi:::-OAAKY SP-SIN. 3. EXJSTNG GRADE 4. PLAt'--.TING TASS (SEE SPECS.) 5. MCJ<FiLL. M1X (5EE SCEC.S.) 6. DiG HOLE: A M!N, OF i 1/2 X ..,...HE CEFll---t OF TriE: PI_A.-~,tf CONT A:NE:~ 7. coM;:::.,A....., I t:.O BACKFlLL r:E.R SPEC. NOTE: UN7Ar--.)6LE r"ATf"'SD !<Oars BY LDOSENNG P-.LL R007S AT SDGE OF ROO'' BALL \iv'r:'"l \VP,TE"< FROM HOSE. CO N::::TT C::R.L\Ck. ROOT BP.LL. CONTRACTOR SH.A.LL PgQ\/'02 EROSCN CCNTROL. \WEN f'A~E'.Ci~!ED SL.OPE PLANTING DETAIL GRAPHIC SCALE 10 9 i -,---10 ~a , ______ ", 1 INCH =10 FT. 0 2 2.X 1. CROWN OF PLANT TO 6E 1' ABOVE FINISH eAADE 2. 4' HIGH TEMPORAl<Y BASIN. 3. :;r 11-IICK SHF<EDDEO MULCH DO NOT USE BAl<K CHIPS WHEJ.aE PLAN CALI.S FOR MULCH COVER 4. FSl<TIUZEI< AND MYCORl<HIZAE TABS (SEE SPECS.) 5. EIACKFIW.. MIX (SEE SPECS.) 6. DIG HOLE: A MIN. OF 11/:2 X THE DEPTH OF THIE PL.ANT CONTAINER 7. COMPACTED BACKFIW.. PER $PEG. NO"re UNT,ANGJ...E MATTEO i200TS BY l-0056'-iiNG ALL ~OOTS Al !;DGi= OF ROOT aAW.-\MTH WATE~ .Fl<OM HOSE. DO NOT CRACK ROOT BALL. SHRUB PLANTING DETAIL 40 I OCEAN BOULEVARD CABc-2 ;;?AIL AT TOP i;::JGE OF SHOTCREIE WAL...L SEE ENGL~·E:ERS PL~'!S ' 2X RETAINNGWALL SHo~rcRET2 OV'ER Si-OPE \Vrn-: ADD CA6LE !<,Ai;_ ON TOP B()iJLDERSCAPE F1NiSH 211271 ACACIA ST., SUITE 120 NEWPORT BEACH, CA 92660 TEL. (9411} 251-11999 FAX. (949) 251--0899 LANDSCAPE ARCHITECTURE REVIEWED: FRANK TRAN ASSOCIATE CJVIL ENGINEER DESIGNED: DRAWN: D.P. D.P. CHECKED: D.P. OATEOl-25-12 NO DATE: ' \ ,..,,- EX. LARGE SHRUBS TOREMAN DESCRIPTION OF REVISIONS EX \"/AL.:... 71 m lJ z r ~ 71 ~ rn z C m EX.STEPS APPROVE CABLE RA1L. AT TOP 2DGE CF SHOTCKETE \,VALL SEE ENGINEERS PLANS ' SHOTCRETE OVE:l< SLOPE \,\/iTH 8CULD2l<SC,AP~ FINISH \ I I \ EXIS,NG '<ETAl~ING \.vALL I I I I I I I I I 111-----'i 1..., ___ __, I C-3912 OCEAN BLVD./ CHINA COVE RAMP SLOPE MAINTENANCE Pl,,AJ',.JTING PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5973-S SHEET 11 OF 12 20271 ACACIA ST., SUITE 1211 NEWPORT BEACH, CA 92116D TEL (949) 251·8999 FAX. (949) 251-0899 LANPSCAPE ARCHITECTURE PLANTING SPECIFICATIONS SCOPE OF WORK PROVIDE AL..L LABOR EQUIPMENT, MATE-RcA.l.., AND SERVICES NECESSARY TO COMPLETE THE FINISH GRADING, SO!L PREPARATION, PLANTING, AND MAJNTENANCE AS SPECIFIED. A GENERAL WORK PROCEDURES WORK PROCEDURES SH,,t>LL FOLLOW BEST CUSTOMARY PRACTICE. 1. ,,t>LL l"'iATERl,,t>LS SH,,t>LL BE BEST AVAILABL.E. DO NOT BEGIN SOIL PREPARATION AND PLANTING UNTIL IRRIGATION \,YORK AROUND PLANTING AREA IS COMPi.,,ETE AND TESTED. 2. PREMOISTEN -SPECIAL CARE .SHAL..L BE TAKEN TO PREMOISTEN THE SURFACE 8" OF ALI.,, PLANTING .AREAS AND !NSURE THAT PLANTS ARE PREVENTED FROM DRYING DURING PLANTING OPERATIONS. 3. WEEDING, BEFORE AND DURING PREl.,,IMINARY GRADl1NG AND FINISH GRADING. Al.,,i.,, WEEDS AND STOLONIFEROUS GRASSES, NUT GRASS AND ..JOHNSON GRASS, SHAl.,,i.,, BE CHEMIC,,t>LL Y El<ADICATED OR DUG OUT BY THE ROOTS AND DISP05ED OF OFF 5ITE 4. PREMISES SHAl.,,L BE KEPT Ci.,,EAN AND MAINTAINED FREE OF CONSTRUCTION LITTER. ALI.,, EMPTY CONTAINERS, EMPTY B.AGS AND D.EBRIS SHALL BE REMOVED FROM THE SlTE UPON COMPLE:TION OF EACH DAYS WORK. ALI.,, WAl.,,KS OR PAVE:MENTS SHALL BE SWEPT OR WASHED CLEAN DAILY. 8. ~TERIALS 1. ORGANIC ,tlsME:NDMENTS-ORGANIC AMFNDMENTS SHALL BE DECOMPOSED NITROGEN STABILIZED COMPOSTED RE:D WOOD SHAVINGS CULTIVATE:D INTO TOP 8" OF ALi.,, PLANTING AREAS. 2. HUMATE -PLUS GRA'JULAR SOIL CONDITIONER BY 'TRI-C. 3. COMMERClAL FERTILIZER -COMMERClAL FERTILIZER SHALL BE AGRIFORM 18-18-6 COATED PELLETS OR EQUAL 4. SOIL SULFUR -SOIL SULFUR SHAL..L BE AGRICULTURAL GRADE. 5. POLYMER -POLYMER SHALL BE A SYNTHETIC ACRYLAMID CO-POLYMERS FORMATION AS MANUFACTURED BY TE:RRA SORB. 6. MULCH SHALL BE A MINIMUM OF TWO INCHES OF O' -2" ,tlsGUINAGA FOREST FLOOR 7. PLANTING TABLETS-PLANTING TABLETS SH,,t>LL BE 21 GRAM AG!<IFORM BLUE CHIP PLANTING TABLETS. 8. PLANTS -ALL PLAJ',,,'TS SHALL BE HEAL THY, OF NORMAL GROWTH, \,VELL ROOTED, FREE FROM DISE,ASE, INSECTS, INSECT EGGS AND LARY AE. THE ROOTS SH6sLL SHOW NO EViDENCE OF HAVING BEEN RESTRICTED, DEFORMED OR OR BOUND AT ANY TIME. VARIETIES AND SIZE OF PLANTS SHALL BE AS STATED ON THE PLAN. PLANTS SHALL BE SUB..JECT TO INSPECTION AND APPROVAL OR REJECTION BY THE OWNER OR HIS REPRESENTATIVE ON THE SITE AT ANY TiME BEFORE OR DURING PROGRESS OF PLANTS SHALL BE REMOVED FROM THE SITE iMMEDIATEL Y. SPECl,,t>L CARE S~L BE TAKEN TO INSURE THAT PLANTS IN CONTAINE':RS ARE ADEQUATELY \,V,tlsTERED. 9. PLANTING MIX -.ALL SOIL BACKFILL IMPUTS FOR TREl=S, SHRUBS, VINES, UNLESS OTHERWISE NOTED, SH,,t>LL BE PREPARED SOiL CONSISTING OF 40% NITROLIZED ORGANIC AMENDMENTS AND 60% SUIT ABLE S'<ISTING SOIL. PLUS POLYMERS PER THE FOLLOWING AMOUNTS. 10. ALL SLOPE AREASSHAl.,,I.,, RECEfVE EROSION CONTROi.,, JUTE NETTJNG BLANKET. (GEO..JUTE 500 MESH/NETTING TYPE 3.B (SOILSAVER) MYCOR!<HIZAE SPECIFICATIONS. CONTRACTOR SHALL APPLY TRY-C ENDO 120 ARBUSCULAR MYCORRHIZAL INOCULUM ,AT THI= FOi.,,LO'v-/lNG RATES APPLY ,AT11/2 LBS. PER 1,000 SQ. FT. FOR,,t>LL LANDSCAPE AREAS TILL INTO SOIL W/ AMENDMENTS. FOR BACKFILLED BEDS APPLY AT 5 LBS. PER CUBIC YARD OF MIX. CONTRACTOR SHALL ALSO APPLY 1'RY-C' MYCO PACS PLACE iNDIVIDU,,t>L PACKETS ADJACENT TO ALL SHRUB ROOT BALLS AT THE FOLLO\VING RATES. 1 GAL=1 PACK 5 G,,t>L = 3 PACKS 15 GAL. = 8 PACKS CONTACT TRY-C 1-800-927-3311 FOR SUPPLIERS. C. INST ALLA. TlON. 1. SOIL CONDITIONING (NON SLOPE AREAS) THE FOLLOWING APPLICATION SH,,t>LL BE MADE Pi=R 1,000 SQUARE FEET OF AREA AND SHALL BE THOROUGHLY . CULTIVATED iNTO THE TOP 8 INCHES OF PREMOISTENED SOIL: ~-CUBIC YARDS ORGANIC AMENDMENT 20 POUND COMMERCI.AL FEl<TILIZER 100 LBS TRI-C HUMATE: PLUS GRANULAR SOlL CONDITIONER (AREAS WITH SLOPES GREATER THAN A3:1 RATIO ARE EXEMPT). 2. TREE AND SHRUB PLANTING o) EXCAVATE PITS WITH VERTICAL SIDES FOR ALL PLANTS, SHRUBS, AND TREES. PITS SH,,t>LL BE 1-1/2 TIMES THE DEPTH OF BALLS, AND T\.VICE THEIR WIDTH. t:,) TERRA SORB AG POLYMER S~L BE ADDED TO PLANT BACKFILL PER THE FOLLOWING: 1 TABLE SPOON PER 1 GALLON PLANT 3 TABLE SPOON 5 GALLON PLANT 4 TABLE SPOON 15 GALLON PL.tlsNT 2 TABLE SPOON 1/2' CALIPER OF TREE TRUNK FOR SPECIMEN PLANTS LARGER TH,A.,N 15 G,,t>LLONS UNUSED EXCAVATED SOIL SHALL BE DISPOSED OF OFF THE THE SITE. SIZE OF CONTAINER NUMBER OF TABLETS WEIGHT GRAMS 1 GALLON 1 21 5GALLON 2 42 15 GALLON 6 126 BOXED CONTAINER 10 210 ci) PLANTING HEIGHT OF SHRUBS AND T!<EE CROWNS TO BE 1 INCH ABOVE FINISH GRADE UNLESS NOTED OTHERWISE ON PLAN. e) COMPACT SOIL AT BOTTOM OF Pli AND TRAMP FIRMLY. FILL SOIL AROUND B,,t>LL OF PLANT USING BACKFILL AS SPECIFIED AND WATER THOROUGHLY f) IMMEDIA.TEL Y AFTER PLANTING, ST AKE ALL TREES TO PREVENT DAMAGE FROM WIND .AS DETAILED. g) GRADE AREAS AROUND PL"-NTS, TO FINISH GRADE AND DISPOSE OF EXCESS SOIL. h) WATER-IMMEDIATELY AFTER PLA"-iTING, \.>/ATER SHALL BE APPLIED TO EACH TREE AND SHRUB, IN SUCH A MANNER AS NOT TO DISTURB BACKFILL OR MULCH, AND TO iHE EXTENT THAT ALL M.ATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. (SEE PLANTING DETAILS FOR VARIATIONS FROM ABOVE.) 3. GROUN.D COVER AREAS PLANTING PITS FOR GROUND COVERS SHALL BE 4" X 4", OR ADEQUATE TO ACCEPT M.A:TERIAI.,, FROM FLATS WITHOUT CRUSHING OR DEFORMING THE ROOT BALL. PLANT AT SPACINGS A"-JD IN AREAS INDICATED ON T>-iE DRAWINGS. SOIL SHALL BE FIRMLY PRESSED AROUND EACH PLANT. ,A,"-1D THE: EXCESS SOIi.,, REMOVED FROM THE CROWN. EACH SECTION OF GROUND COVER SHALL BE IMMEDIATELY \\/ATERED UPON COMPLETION OF PLANTING, OR WITHIN ONE HOUR 4. MULCHING OF SHRUB AREAS CONTRACTOR SHALL APPLY A MINIMUM OF TWO INCHES OF O" -2" AGUINAGA FOREST FLOO!< TO ,,t>LL GROUND COVER AND SHRUB PLA"-!TING AREAS AFTER COMPLETION OF ,,t>LL PLANT INSTALLATION (ONE CUBIC YARD COVERS 162 SQ. FT. AT TWO INCH DEEP.) AREAS LESS THAN ONE INCH DEEP Af=TER SETTLEMENT FOR ONE WEEK SH,,t>LL BE !<EMULCHED TO ACH!EVE THE REQUIRED 2" DEPTH. 5. 60 DAY PLANT ESTABLISHMENT, 60 DAY l"'AINTENENCE PERIODS. ALL PLANTING S~L BE MAINTAINED (BY CULTIVATING, MOWING, WEEDING, WATERING, Fl=ED!NG. SPRAYING AND PRUNING) FOi<. 60 DAYS AFTER COMPLETION AND ACCEPTANCE OF ALL PL"-NTING ,,t>LL SHRUBS AND TREES NOT LIVING AFTER 60 DAY PLANT ESTABLISHMENT AND 60 DAY M.AiNTENA.NCE S~L BE REPLACED. A F!NAL INSPECTION SHALL BE MADE BY THE: OWNER OR HIS OR HER REPRESENTATIVE TO VERIFY THE FOLLOWING: HEAL THY, PEST FREE PLANT MATERLALS, VIABLE WEED FREE GROUND COVER AREAS, STAKING OF TREES, ETC. REVIEWED: OCEAN BLVD. / CHINA COVE RAMP SLOPE MAINTENANCE C-3912 (c~Gt,'71,t,..,__.,l---+----+--------------+----4--------------------1 FRANK TRAN ASSOCIATE CIVIL ENGINEER DESIGNED: DRAWN: D.P. D.P. CHECKED: D.P. DATE07_25_12 NO DATE: DESCRIPTION OF REVISIONS APPROVED PLANTING SPECIFICATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5973-S SHEET 12 OF 1 2