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HomeMy WebLinkAboutR_5594_Si L. BAKER ci sht1 09/91 ~ • m IE ADAMS AVE. CITY OF COSTA VICTORIA MESA .i > <I 19 TH ST. ORANGE COAST COLLEGE ORANGE CO. • 0 m • < I ST. VICINITY MAP -~ "' D ------ a, D ,= I (/) :i .. 0 ¼ v. 01' 1 GRAPHIC SCALE IN M!LES SYMBOL LEGEND POWER POLE 0 MANHOLE tr FIRE HYDRANT □ METER BOX -0-VALVE E-POWER POLE ANCHOR b,,_ MONUMENT ---i<-X-FENCE BLOCK WALL »=' TREE 't.,"'>>(i:i, SHRUBBERY a.&.&.& ASPHALT PAVEMENT BRICKWALK I: :.o:·,-:-:-.;-i' _, r, :I CONCRETE tuuuaa BUILDING -----EXISTING CONSTRUCTION NEW CONSTRUCTION ------t-CENTERLINE ----s-SEWER LINE WATER LINE --E-GAS LINE -E-POWER LINE -TEk-TELEPHONE LINE -TV-CABLEVISION LINE --SP -SPRINKLER SYSTEM STREET LIGHT EMERGENCY AGENCY TELEPHONE SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PAClflC TELEPHONE COMPANY CITY OF NEWPORT BEACH {PUBLIC UTILITIES) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION COMMUNITY CABLEVISION UNOERGROUND SERVICE ALERT ST. ,."'" ,::, r,a ,_ & .. t.# ,¥ ~ NUMBERS NUMBER 634-0251 695-0221 611 644-3011 962-2411 ;f$ ~"' PACIFIC MEMO IAL PA K IID. 542-6222 aftc:r 6: oo 542-3975 720-4040 1-800-422-4133 ~ CITY OF IRVINE CITY NEWPORT PUBLIC WORKS OF BEACH DEPARTMENT ROCKY POINT RETAINING WALL STREET IMPROVEMENTS FOR THE NORTH SIDE OF PACIFIC COAST HIGHWAY CONTRACT# C-2687 APPROVED BY BASIS OF BEARINGS THE BEARING OF N36"06' 4B"E FOR THE WESTERLY LINE OF PARCEL 1 OF PARCEL MAP 59/6 RECORDS OF ORANGE COUNTY, CALIF. WAS USED AS THE BASIS OF BEARINGS FOR THESE PLANS PUBLIC WORKS DIRECTOR R.C.E. NO. BENCHMARK O.C.S. BENCH MARK 3K 23 68 1985 ELEVATION = 8.146 0.8 OF A MILE SOUTHEAST ALONG PACIFIC COAST HIGHWAY FROM THE CONCRETE BRIDGE OVERCROSSING OF NEWPORT AVENUE TO 1600 COAST HIGHWAY. ABOUT AT THE BEGINNING OF A CURVE IN THE HIGHWAY CENTERLINE 37 FEET NORTH OF THE CENTERLINE SET IN THE NORTHWEST CORNER OF A CONCRETE CATCH BASIN. DATE 12806 JOB # 4634 "t'YIIILil..llA'Jvll !vil. §Il!villP'§(!J)~ Al.~J]]) Al.§§~IlAl.'IT!E§ ENGINEERS t: ARCHITECTS %22:Z NEIPORT SOULEVAl!ll NEW'CI\T BEACH, t>.UF. ~3 DATE BY DESCRIPTION REVISIONS tlEl."JPORT IIC!IGIITG p A C l'IOCltY POltlT RETAltlltl8 \"J ALL u;,m, Jar;;>mT DAY \ ':L•· I \ I ' I I ' ' \ , ____ ---- ' DAYOfO:.U \ LOCATION MAP N.T.S. APP'D DESIGNED: M. JAFARI CHECKED: -.-. ~oc~v ~OllL\'111" ~[E,r &Dli\'IDL\'lG \l'J &ll li\'I O ~ 11" IXl S fl[!) IE JPl&CllfllC CO&Sli IXlllGIXl~J & V DRAWN: C. LAMONT "·' CITV>OF tJf::l'JPOfti B~ACM R-5594-S DATE: PUBLIC WORKS DEPARTMENT SHEET 1 OF ff'! I ) , i .> - u ' C -. " n s;' r;-;:;; [; ,c.::i ;.::_ C C ~ z ' ~ u co L :~i . z TI 0 C ' jj ?" 0 • " 2:c, " z m OJ n in > :TJ ~ ~~ 2 t~ -~ .., ' ~ I 1 ~ '-@ ~ • ~ ~ .,fSi \ ' j cc-----. ~ ~ 0, '-0 '-0, 0 .. N ~ .c: ' GENERAL REQUIREMENTS 1. CONSlRUCTION SHALL BE IN CONFORMllY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSlRUCTION AND ALL APPLICABLE LOCAL ANO STATE CODES AND ORDINANCES. 2. CONlRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDlllONS AT JOB SITE BEFORE COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER. 3. CONlRACTOR SHALL PROVIDE BARRICADES AND PEDESlRIAN PROTECTION AS REQUIRED BY STA TE AND LOCAL CODES. 4. CONlRACTOR SHALL CONSULT WITH REPRESENTATIVES OF CllY AND UTILllY COMPANIES CONCERNING AVAILABLE FACILITIES BEFORE COMMENCING WORK OR CONNECTING TO SEWER, PIPING OR WIRING, ETC., AND REPORT ANY PROBLEMS TO THE ENGINEER. 5. OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, NOTES, AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND RESOLVED BEFORE PROCEEDING WITH THE WORK. 6. CONlRACTOR SHALL INSTALL TEMPORARY TOILETS BEFORE START OF JOB. 7. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES. 8. TYPICAL DETAILS SHOWN SHALL APPLY WHERE NO SPECIAL DETAIL IS SHOWN. 9. WRITTEN DIMENSIONS (NOT SCALED DIMENSIONS) SHALL BE USED. 10. TEMPORARY ERECTION BRACING AND SHORING SHALL BE PROVIDED AS REQUIRED ON ALL BEAMS, WALLS, ETC., ADEQUATE TO PROVIDE FULL SlRUCTURAL STABILllY AND SAFETY. BRACING SHALL NOT BE REMOVED UNTIL THE ELEMENTS ARE FULLY CONNECTED AND ARE CAPABLE OF SUPPORTING THE DESIGN LOADING. 11. CONlRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILllY FOR JOB SITE CONDlllONS DURING THE COURSE OF CONSlRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERlY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONlRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILllY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILllY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. EARTH BACKFILL 1. UTILllY lRENCH BACKFILL AND ANY OTHER BACKFILL MUST BE MECHANICALLY COMPACTED. JETTING AND FLOODING SHALL NOT BE PERMITTED. 2. BACKFILL AT PERIMETER OF SlRUCTURE IS NOT TO BE MADE UNTIL FOOTING UNDER PANELS IS INSPECTED BY THE ENGINEER. 3. WHERE WALLS ARE BACKFILLED ON ONE SIDE ONLY, PROVIDE SHORING OR OTHER APPROVED MEANS OF LATERAL SUPPORT UNTIL RESISTING ELEMENTS ARE ALL IN PLACE AND HAVE ATTAINED THEIR REQUIRED SlRENGTHS. RESISTING ELEMENTS SHALL BE CONCRETE SLABS, TIE-BACKS OR OTHER PERMANENT COMPONENTS. 4. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSllY IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSlRUCTION. CONCRETE 1. ALL CONCRETE MIX DESIGNS, CONFORMING TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSlRUCTION SECTION 201, SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL BEFORE ANY CONCRETE IS PLACED. ALL CONCRETE MIXES SHALL BE CERTIFIED BY A CONCRETE TESTING LABORATORY AND SIGNED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. 2. CONCRETE SHALL HA VE MINIMUM 28 DAY COMPRESSIVE SlRENGTH GIVEN BELOW: FOOTINGS. .2500 PSI BOND BEAM .4000 PSI WALLS AND PRECAST PANELS. .4000 PSI ALL OTHER CONCRETE. .2500 PSI THE CONCRETE MIX SHALL BE DESIGNED FOR SLUMP AS FOLLOWS: PRECAST PANELS 3" BOND BEAM 4" NOT TO EXCEED 5" FOUNDATION 4" NOT TO EXCEED 5" 3. PORTLAND CEMENT USED FOR THE PRECAST CONCRETE WALL PANELS SHALL BE TYPE II WHITE. PORTLAND CEMENT USED FOR THE BOND BEAM AND FOOTINGS SHALL BE TYPE V. PORTLAND CEMENT FOR ALL OTHER CONCRETE U.N.O. SHALL BE TYPE 11. ALL PORTLAND CEMENT SHALL CONFORM TO A.S. T.M. C 150 AND SHALL BE TESTED. AGGREGATES SHALL BE NORMAL WEIGHT (145 PCF) U.N.O. CONFORMING TO A.S.T.M. C33, WITH CONCRETE SHRINKAGE CHARACTERISTICS OF LESS THAN 0.55% 4. CONCRETE TEST SAMPLES SHALL BE TAKEN IN ACCORDANCE WITH A.S.T.M. AND STANDARD SPECIFICATION FOR PUBLIC WORKS CONSiRUCTION STANDARDS. 5. SIDES OF FOOTING PADS MAY BE POURED AGAINST STABILE EARTH. 6. CONCRETE FORM WORK TOLERANCES SHALL BE IN ACCORDANCE WITH A.C.I. AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSlRUCTION STANDARDS. 7. ALL STEEL REINFORCING, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURED IN POSlllON ANO INSPECTED BY THE ENGINEER PRIOR TO THE PLACING OF ANY CONCRETE. 8. ALL NECESSARY BRACES, SlRONGBACKS, PICK-UP INSERTS, BOLTS, ETC., FOR PRECAST CONCRETE PANELS SHALL BE DESIGNED BY OTHERS FOR SAFE ERECTION OF THE PANELS. 9. NO FLY ASH SHALL BE USED IN ANY CONCRETE. NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. 10. ALL CONCRETE TO BE CURED FOR A MINIMUM OF 3 DAYS BY A METHOD ACCEPTABLE TO THE ENGINEER. GENERAL NOTES FOUNDATIONS 1. THE CONTRACTOR SHALL ESTABLISH ALL CONSTRUCTION LINES AND PROCEED WITH THE EXCAVATION OF ALL FOOTINGS AS CALLED FOR ON THE DRAWINGS. 2. FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED UNIFORM EARTH OR ENGINEERED COMPACTED FILL 3. NO REINFORCING STEEL AND NO CONCRETE SHALL BE PLACED IN ANY EXCAVATION PRIOR TO APPROVAL BY THE ENGINEER. 4. THE TOP OF ALL EXCAVATIONS SHALL BE PROTECTED AGAINST HEAVY SURCHARGE LOADS AND FROM EROSION DUE TO RAINFALL OR SURFACE RUN-OFF DURING THE ENTIRE CONSTRUCTION PERIOD. 5. THE SOIL REPORT DESCRIBED UNDER ITEM NO. 7 BELOW SHALL BE A PART OF CONSTRUCTION DOCUMENTS. 6. PAD PREPARATION SHALL BE IN ACCORDANCE WITH THE SOIL REPORT. THE PAD SHALL BE INSPECTED AND APPROVED BY THE SOIL ENGINEER PRIOR TO PLACING ANY CONCRETE. THE PAD SHALL BE KEPT MOIST PRIOR TO THE PLACING OF CONCRETE. 7. FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS CONTAINED IN THE SUPPLEMENTAL SOIL REPORT ON FILE WITH THE ENGINEER. THE RECOMMENDED FOUNDATION SYSTEMS ARE FOOTINGS FOUNDED AT LEAST 3' -0" BELOW ADJACENT FINISH GRADE LEVEL ALLOWABLE SOIL BEARING PRESSURE ARE AS FOLLOWS: TEMPORARY LQADII\IG . CONTINUOUS FOOTINGS. SOIL REPORT PREPARED BY. ADDRESS. . . PHONE NUMBER . SOIL REPORT DA TE: . .8000 PSF .4000 PSF . STRATA-TECH . 7372 WALNUT AVE., UNIT F BUENA PARK, CALIFORNIA 90620 . (714) 521-5611 . APRIL 26, 1991 SOIL REPORT JOB NUMBER: . . . W.O. 36791 8. THE ORIGINAL SOIL REPORT IS ON FILE WITH THE ENGINEER. SOIL REPORT PREPARED BY. ADDRESS. PHONE NUMBER . SOIL REPORT DA TE: . SOIL REPORT JOB NUMBER: PRECAST CONCRETE PANELS . CONVERSE CONSULTANTS . 9272 JERONIMO ROAD IRVINE, CALIFORNIA 92718 . (714) 859-5587 . jANUARY 10, 1990 . 88-32254-01 1. PANEL REINFORCEMENT IS CALLED OUT ON PANEL TYPES. ADDlllONAL PANEL REINFORCEMENT MAY BE CALLED OUT ON THE PANEL ELEVATIONS. 2. CONCRETE PANELS ARE 12" THICK, UNLESS NOTED OTHERWISE ON THE PANEL ELEVATIONS, OR TYPICAL PANEL REINFORCEMENT DRAWINGS. 3. WELDED 1'11RE FABRIC DESIGNATED FOR PANELS SHALL CONFORM TO THE LATEST A.S.T.M. A185 STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 210-2.1. FABRIC SHALL BE IN FLAT SHEETS. 4. ALL WELDED WIRE FABRIC LAPS TO BE VERTICAL ONLY AND AT LEAST ONE AND ONE-HALF SQUARES AND TIED. SHEETS MUST BE CONTINUOUS VERTICALLY. NO SPLICES ARE ALLOWED FOR ANY VERTICAL WIRES AND REBARS. 5. REINFORCING STEEL TO BE GRADE 60 DEFORMED BARS CONFORMING TO A.S. T.M. A615. 6. MISCELLANEOUS STEEL FOR PANEL CONNECTIONS TO CONFORM TO A.S. T.M. A36 STEEL 7. SEE DRAWINGS AND THE SPECIFICATIONS FOR LOCATION OF INTAGLIO AND INFORMATION CONCERNING THE LOCATION AND EXTENT OF SANDBLAST. 8. PANEL JOINTS SHALL BE SEALED WITH 1/2" DIAMETER BUTYL ROD AND THIOKOL ELASTOMERIC CALKING AT EXTERIOR FACE OF PANELS. 9. SEE BACKFIWNG NOTES. 10. DURING ERECTION OF PANELS THERE MUST BE PADS AT EA. END OF THE PANEL 11. CONlRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND PLACEMENT OF ALL LIFTING POINTS AND ADDlllONAL REINFORCEMENT OR SlRONGBACKS REQUIRED TO ADEQUATELY TILT THE PRECAST CONCRETE PANELS. THE LIFT DESIGN SHALL BE BASED ON THE STRENGTH OF THE CONCRETE SPECIFIED BY THE CONSlRUCTION DRAWINGS MODIFIED FOR THE EXPECTED TIME OF LIFT. CONlRACTOR MUST ALSO SUBMIT TO THE ENGINEER PRIOR TO TILTING UP, COPIES OF TEST REPORTS DONE TO SHOW THAT THE PANEL CONCRETE HAS ATTAINED THE STRENGTH REQUIRED BY THE LIFT DESIGN. 12. CONlRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL BRACING REQUIRED FOR PRECAST PANELS PRIOR TO CONNECTION OF ALL SUPPORTING ELEMENTS SUCH AS FOOTINGS AND TIE-BACKS. SUCH BRACING MUST BE DESIGNED TO RESIST THE MAXIMUM SHORT TERM WINO ANO SEISMIC LOADS FOR THE WALL IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PULBIC WORKS CONSTRUCTION ANO ANY LOCAL ORDINANCES. BRACING LOADS MUST BE CLEARLY SHOWN ON SHOP DRAWINGS. 13. A WATERPROOFING MEMBRANE SHALL BE APPLIED TO THE BACKSIDE OF ALL PRECAST RETAINING WALLS. THE JOINTS MUST BE COVERED ON THE BACKSIDE WITH WATERPROOF MEMBRANE. ~ REINFORCING STEEL 1. ALL REINFORCING STEEL, UNLESS NOTED OTHERWISE, SHALL CONFORM TO A.S. T.M. SPECIFICATIONS A615 AND BE INTERMEDIATE GRADE 60 FOR BARS #4 AND GREATER, AND GRADE 40 FOR BARS LESS THAN #4 AND ALL TIES ANO DOWELS. ALL REINFORCEMENT TO BE WELDED SHALL CONFORM TO A.S. T.M. A706, UNLESS NOTED OTHERWISE. 2. REINFORCEMENT MARKED CONTINUOUS MAY BE SPLICED BY LAPPING 30 BAR DIAMETERS OR 24 INCHES WHICH EVER IS GREATER, UNLESS NOTED OTHERWISE ON THE PLANS. ALL SPLICES WHEN DETAILED SHALL BE LOCATED WHERE SHOWN ON THE PLANS. 3. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND SECURED IN POSlllON WITH METAL OR CONCRETE BLOCKS, CHAIRS, SPACERS, ETC., BEFORE PLACING CONCRETE. 4. EPOXY COATING FOR STEEL REINFORCEMENT SHALL CONFORM TO A.S.T.M. SPECIFICATIONS A775-90. 5. ADDlllONAL REINFORCING REQUIRED FOR ERECTION OF PRECAST CONCRETE SHALL BE ADDED PER THE CONTRACTORS DETAILS. 6. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE. CONCRETE BELOW GRADE OR IN CONTACT WITH SOIL: WHEN POURED AGAINST EARTH 3", WHEN FORMED 2". WALLS ABOVE GRADE: EXTERIOR FACE 1-1/2", INTERIOR FACE 1". TILT-UP PANELS AND OTHER PRECAST CONCRETE ELEMENTS: AS DETAILED. CONCRETE SLAB ON GRADE: REINFORCING STEEL AT CENTER OF SLAB. 7. REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. SECTION 201-2.1 TESTS AND REPORTS 1. MILL REPORTS AND LABORATORY TESTS SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING WHICH WHERE REQUIRED SHALL BE SUBMITTED TO THE ENGINEER FOR HIS RECORD: CONCRETE CYLINDERS AND CONCRETE SLUMPS REINFORCING STEEL SHOP DRAWINGS 1. SHOP DRAWINGS SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING, FOUR PRINTS OF WHICH SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL: A) PRECAST CONCRETE FORMWORK, REINFORCING AND INSERTS B) PREFABRICATED ITEMS C) TIE-BACK SYSTEM NOTE: SEPIAS WILL NOT BE ACCEPTED AS SHOP DRAWINGS. ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 209 ELECTRICAL COMPONENTS. 2. ALL WIRE TO BE THW OR THWN. 3. CONDUIT SHALL BE EMT EXCEPT IN WET LOCATIONS. 4. ELECTRICAL EQUIPMENT AND MATERIALS SHALL BE LISTED, LABELED AND INSTALLED PER A RECOGNIZED ELECTRICAL TESTING LABORATORY STANDARD ACCEPTABLE TO THE CllY. 5. CERTIFIED LUMINAIRES/BALLASTS ARE TO BE USED IN ACCORDANCE WITH PARAGRAPH 2-5314(b) OF NONRESIDENTIAL BUILDING STANDARDS, CALIFORNIA ENERGY COMMISSION. 6. ALL EQUIPMENT INDICATED ON THE EXTERIOR OF THE WALL TO BE WATERPROOF. 7. CONDUCTORS #6 AWG AND LARGER SHALL BE STRANDED TYPE "THW'' OR "THWN" EXCEPT AS NOTED ANO FOR GROUNDING. CONDUIT RUNS ARE SIZED, GENERALLY, FOR SOFT DRAWN COPPER CONDUCTORS IN RIGID STEEL CONDUIT. PROVIDE CONTINUOUS GROUND FOR ALL FLEX CONNECTIONS. 8. BONDING AND GROUNDING OF ELEClRICAL EQUIPMENT SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE ART. 250, SECTIONS G & H. TOLERANCES FOR PRECAST CONCRETE WALL: 1. 2. 3. VARIATION FROM PLUMB .. . PRECAST CONCRETE PANELS A. STEEL FORMS •. . B. PANEL HEIGHT. C. PANEL PLACEMENT •. 0. PANEL JOINT. C. PANEL THICKNESS . FOOTINGS A. VARIATION IN DIMENSIONS IN PLAN MINUS. PLUS . . B. MISPLACEMENT OR ECCENTRICllY .¼" . ¼" . ¼" . . ¼" . 1/e" . Va11 • ½.II . 2" 2 PERCENT OF THE FOOTING WIDTH IN THE DIRECTION OF MISPLACEMENT BUT NOT MORE THAN 2" C. REDUCTION IN THICKNESS 5 PERCENT OF SPECIFIED THICKNESS. 4. OVERALL WALL DIMENSIONS A. TOP OF WALL ELEVATION. B. OVERALL LENGTH OF WALL (PER 1 OD FT LENGHT OF CONSlRUCTION ) . C. DEVIATION FROM WORK POINT. JOB #4634 WIIILILIIAill:ll 00. §IIDilIP'§<ID~ A.RHID A'l.§§CID<I:TIA.TI'IE§ ENGINEERS 1k ARCHITECTS 2222 NEWPORT BOULEVARD NEWPORT BEACH._ CALIF: 92663 (714) 675-6110 DATE BY .¼'" ½" . "1n11 . . ~ DESCRIPTION REVISIONS STRUCTURAL ABBREVIATIONS A.B. . ........... ANCHOR BOLT K.D. . ............ KNOCK OUT A.C.P. . ........ ASPHALT CONCRETE PAVING LG. . ............. LONG ALUM .......... ALUMINUM LLH .............. LONG LEG HORIZONTAL ANOD ......... ANODIZED LL V ..........•••• LONG LEG VERTICAL ARCHT. . ...... ARCHITECTURAL LONGIT ........ LONGITUDINAL 8.8. . ........... BOTTOM OF BEAM LP. . ............ LOW POINT BLKG. . ......... BLOCKING MAX ............ MAXIMUM B.N. . ........... BOUNDARY NAILING M.8. . ........... MACHINE BOLT BRAC'G ....... BRACING MFG ............. MANUFACTURED B. W. . ........... BOTTOM OF WALL MIN .............. MINIMUM CANT .......... CANTILEVER M.F.O. . ......... METAL FRAMED OPENING C.J ................ CONSTRUCTION JOINT MTL ............. METAL CLG .............. CEILING N.S. . .....•...... NELSON STUD OR NEAR SIDE CLSM ........... CONTROLED LOW STRENGTH MA TERI AL N. T.S. • •••••••.• NOT TO SCALE CLR ............. CLEAR O.C. • •••••••••••• ON CENTER C.M.U. . ........ CONCRETE MASONRY UNIT 0/C •••••••••••• ON CENTER CONC .......... CONCRETE OPNG ••••••••••• OPENING CONN ...•.•.... CONNECTION OPP. HD. .. ... OPPOSITE HAND CONT .......... CONTINUOUS O.S. ••••••••••••• OVERFLOW SCUPPER CONST. . ...... CONSlRUCTION 0.S.F. • ••••••••• OUTSIDE FACE CTR ............ CENTER PEN. • ••••••••••• PENElRA TION DIAG. . ......... DIAGONAL PILAS. • •••••••• PILASTER DET ............. DETAIL PLYWD ••••••••• PLYWOOD DIA. . ............ DIAMETER PREC. • ••••••••• PRECAST D.S. ............ DOWNSPOUT R.D. • •••••••••••• ROOF DRAIN DWG'S ......... DRAWINGS REBAR ••••••••• REINFORCING BAR EA ............... EACH REINF •••••••••• REINFORCING E.F. . ............ EACH FACE R.O. • •••••••••••• ROUGH OPENING EL .............. ELEVATION R.W. • •••••••••••• RIGHT OF WAY ELEV. . .......... ELEVATION SCHED. • ••••••• SCHEDULE EMBED. . ...... EMBEDMENT, EMBEDDED SECT. • ••••••••• SECTION EQ. . ............. EQUAL SHT ••••••••••••• SHEET E.S. . ............ EACH SIDE SIM •••••••••••••• SIMILAR E.W. . ............ EACH WAY S.J •••••••••••••••• SAWCUT JOINT EXIST. . ......... EXISTING SPECS •.••••••. SPECIFICATIONS EXP. BOLT ... EXPANSION BOLT SQ ••••••••••••••• SQUARE FON .......•.•... FOUNDATION STIFF ••••••••••• STIFFENER F.F. . ............. FINISH FLOOR STL ••••••••••••• STEEL FIN. FLR. . .... FINISH FLOOR S.S. • •••.•••.•••• SELECT SlRUCTURAL FIN. OP. . ..... FINISH OPENING STRUCT ••••••• SlRUCTURAL F.J. . ............. FLOOR JOIST T.B. • •••••••••••• TOP OF BEAM FL ................. FLOW LINE T.C.8 ••••••••••••••• TOP OF CONCRETE BRACKET FLG ............. FLANGE T.G. • •••••••••••• TAPERED GIRDER F.O.S. . ......... FACE OF STUD THK ••••••••••••• THICK F.S. . ............ FAR SIDE T.L •••••••••••••• TOP OF LEDGER FTG. . ........... FOOTING T.O.S. • ••••••••• TOP OF STEEL GALV ........... GALVANIZED lRANS ••••••••• TRANSVERSE GA ............... GAUGE T.S. • •••••••••••• TOP OF SLAB G.I. . ............. GALVANIZED IRON T.W. , •••••••••••• TOP OF WALL GLB ...........•. GLU-LAM BEAM TYP. • ••••••••••• TYPICAL GLP ............. GLU-LAM PURLIN U.N.O. • ••••••••• UNLESS NOTED OTHERWISE GYP. BO. . .... GYPSUM BOARD VERT ••••••••••• VERTICAL HGR. . ........... HANGER W/ ••••••••••••••• WITH HORIZ .......... HORIZONTAL WD. • •••••••••••• WOOD H.P. . ............ HIGH POINT W.F. • •••••••••••• WIDE FLANGE H.S. . ............ HIGH STRENGTH W/0 •••••••••••• WITHOUT INV. . ............ INVERT W.P •••••••••••••••• WORK POINT J.H. . ............ JOIST HANGER W.R. • ••••..•••••• WATER RESISTANT JT. . .............. JOINT W. W.F. . ..•.••••• WELDED WIRE FABRIC SYMBOLS @ •••••••••••••• AT C .............. CHANNEL it OR CL........ CENTIER LINE 1/J .............. DIAMETER L ............•. ANGLE le OR PL ....... PLATE TS .............. TUBE STEEL W .............. WIDE FLANGE ~\'-QfESS101, ii;~ M"°"' .., 'ii~ • "'41,o ~ ~.:::J i..rS I "' ,.~ 0 :.:::;. (!) 11 z ~ w No. 85 i i-ri )J. ~ ~ ~:P· ~~-31-92 : ~' ucr1:f'-W..-,.3/ ~":/ .. • C-2687 ~OCC{V PODL\!lli" !Fl!Eli" ADli\!!Bli\!IG \l'J AILL Ii\!! 0 IR "ii" c,{I SD ID IE APP'D DESIGNED: M. JAFARI CHECKED: IPACifDC COAST c,{IIGc,{I\R?AV DRAWN: C. LAMONT DATE: CITY OF tJE\'JPORT BEACM PUBLIC WORKS DEPARTMENT R-5594-S SHEET 2 OF ft'/ (; ll I ;L..I ___ "~ h r ; ' n ·::., D ' z C < i·l :,,,_ D " , .. a TI ~ u TI D j :!l D • . c ~ = " G . r:: :u > " u z ..;: ~: z rn n > .. L ; ~_'. [' n > 0 0, 0 " z ~ '-g I\, ~ .;I) .. ',:, ,. <'. L Ci) 2: C ~- ' \ " I I! II I ' I ' I ~ • ~ '° ~ • ""' "'----- )· >] ~ . . u ,. n '-u :0 n C ;:::., 1J ~> < 0 a ~1 L -,------,------, ~ :c Cf) EXISTING BUI ING 20.00' T.W. ------------ 227'-214" CHORD LENGlH 227' -334" TRUE LENGlH WALL MOUNTED FLOOD LIGHTS 10 TOTAL----~ GUARDRAIL-~ ~--ABS OR AC 4"RISER PIPE AND CAP FOR CLEANOUT FLOW LINE BEYOND SEE SHEET 5 FOR ELEV. -------------------- TYP 1--'--I 26.50' T.W. H.P. ----------- I I I I I __ -----l--1% SLOPE IN. ),,\-____________ ----------------------------------=---==--=== -------------------------~-------=====:=====--------==---1% SLOPE IN. 11.40' INV. ELEV. COLLECTOR DRAIN P1 c.o -------0> LO . ,.... --====-==:=- P2 P3 P4 PS P6 P7 PB pg P10 EXTERIOR FACE OF WALL TO BE SANDBLASTED AT THE PRE CASTERS FACILITY SEE SPECIFICATIONS RETAINING WALL EASEMENT LINE 7•-0" -,-I \ \ II II " ' ... ,,.,,,,,' L,',,., I I' 11111 ' \I< \_ \ .• ~, 1" I !___ __:XIST. ~~~S-~ ~Li.r' ~fb?---'<-;:,;--1" --. _1,~.T:.;. ~-'-..,_ _f,\~;J ~ ~,: ,:1',~,:, ')7: r_1~w \.Vr4R"\ ::~c;~/'~~)rN~/CU l )2( ~ '.\ ~-0 ( & }")~ 1 I -------• -,, , .. ·-.~ 84i"~Fv"""" 1,' '\I 1/1 L.E::,. -I ; I , ·• , . ·';Q . . . . . ,. ,, ·· c___ 1, 1111 ...:::.J_ .....::.:.. ______ .n:f',.__ ______ ------~---.!.---- 1 _/ I I -i-t\ f I 2" WATER SERVICE .• · .k'--J '-t,;'r.c.c.) \\\, ::1:: -\; • • • • • • • • • 1, • • l:=-l-lMINh~ ,.J •• ./ , · '"'\ , t CMU RECTAl'N(lvG WA1.-~·8'' ... PAD __ ,. •.. ·,(.,,,! ·--: ::i:: -it)--NEW SIDEWALK-• • • • •• • ----~~p.L) I--T ~ • 11 11 1h • I -...___; ' "-.PeR CIJ0 sll). 228-L TYPEA ~ ,./ ;. -( J [] ------• 0 .. I • . . -., P11 P12 P13 P14 12.42' INV. ELEV. H.P. , 41-0" 11'-0" flo" 1,3~ \ -= 1,31 I 1,31\ 1 . I I -~ " ' II ' -==:=====----==--------- P15 P16 P17 4" PERFORATED A.B.S. OR A.C. COLLECTOR DRAIN 1 H.P. GUTTER FLOW LINE t-o" 1,J I II , o" '4- \ ,_ -·--.-__, ______:.. --: -- -------- P18 1/10" = 1'-0" ------ ----------- P19 Ii Ii ,.- P2 EXISTING RETAINING WALL 16.00' T.W. / /EXISTING RETAINING 'j_ ___ WALL • SLOP MIN. -=== :::=== P21 10.98' INV. ELEV. COLLECTOR DRAIN / / / / / E \ 4 / _\--::.. - --\_ EXIS . C CUR ------------------------. __ -.------------ NC . I EXIST. S.C.EDIS~~~L~ ----· -. ---· --~LE1;;~~ROl.U-IOOIG • ·, -/ t1 'ITYP".-· ..l .. ·:' ---·--------------------1-------- I I I I I I ~ r---f>RQ.'J'E-C+-lt,l .PLACE -----• -AL ._NOTES_ _· • I '. ,,.._4 j . A. II. • _____ _,,,_____ --6-_ ""'---~ . _ _L6~ _WATER, 35' N/it_ ----------------------------1 -~ ·~ 8" P.V.C. SEWER, 32' N/~ (active) J PANEL 'M' (NEMA-3R) TYPE * VOLTAGE 120/240 V, 1r/J-3W MAIN C.B. 1 OOA, 2P LOCATION EXTERIOR PEDESTAL* BUS. SIZE 1 ODA I I CIR. t--To_u_TL_E_TTS--+--.~_IA_TT_AG_E~ _ _J~ ____ c ____ lR ____ • _;:B::.K ____ R:.... _J REMARKS ,.• -- b I 0 "' b I ·..i- .... ------------------------------------------------------------------- --·- --------------.-------·-- ____ L--------------------------------------------------L___ NO. L ---~-IP/\ TS. REC. OTHER r/JA 1 10 r/JB 60 RRIGAllON r/JC AMP. POLE 20 0 S BY 0 ---t------R-=2000.00' -------------------------------- ------ 3 4 5 6 7 8 LCL= 1,200 TOTALS 600 w 600 600 1,200 LCL x 125% = 1,500 OlHER LOAD = TOTAL = 1,500 ®· PHOTO CELL -240 V, 2POLE * SEE SPECIFICATIONS FUTUR W( 5.0 A)CONN. w w W 6.3 A D; D JOB #4634 WIIILILIIA.00 KY!I. §IIOOIP'§<IDR:l A'l.RIIID A'l.§§<ID<CIIA'l. TIIE§ ENGINEERS & ARCHITECTS 2222 NEWPORT BOULEVARD NE\W=IORT BEACH, CALIF. 92663 (714) 675-6110 £ f,,-/3-fS \.V 4·.J/J·ta DATE BY AS 0UILT RE.'IIE:>IONB tf•vl'fl f.ol::let/ !nlt:fdtoln:Jd. • . DESCRIPTION REVISIONS 1/10" = 1'-0" APP'D DESIGNED: M. JAFARI CHECKED: NORTH C-2687 IFtOC&{V l?OBNT RIETADNDNG t'lf All NORTM SUDIE l?ACDIFDC CO&ST n,QDGC,O\l'J & V DRAWN: C. LAMONT DA.TE: CITV OF rJEl"JPORT BEACH PUBLIC WORKS DEPARTMENT R-5594-S SHEET 3 OF 8 s ~ ' D ! □ " ' ' , ► < TI z r •. m ' n i1 ► C ' 0 ,, z " 1· I II I I " ~ z I 0 r 0 ' n 0 0 0 "' 0 u m 0 D D • ~ < z 0 C z < • " □ " ~ " ► $ D z m n ~ ~ 0 ~ z ;; ~ ,, z I 0 r 0 ~ n □ 0 D ~ 0 u " 0 m ~ < z 0 C z ' a D s 'jj , ► < TI z '" n ► C ' 0 ~ z ;; I i\ a \; z I 0 r 0 n 0 ~ a 0 • D < ~ 2 0 C z < -, ' ) / \ / z C s [D m JJ 0 JJ ~ z G'J z C s OJ m IJ • • " - 0 JJ ~ z G'J z C s [D m JJ 0 JJ ~ z G'J SHT4M : 09/10/91 • "' 61-0 11 CURB AND GUTTER PER CALTRANS STANDARD NB-A GUTTER OUTLET PER CAL TRANS STD. 83-9 SEE SHEET 8 FOR FLOW LINE ELEVATIONS SIDEWALK CABLE GUARD RAIL PER ------- CALTRANS STANDARD 811-47, SEE~FOR EMBEDMENT ~ IN WALL POUR IN PLACE PLANTER WALL SEE EB & EB R/W 61-611 4" A.C. DRAIN P!PIE---------. RECESS FOR INTAGLIO WHERE OCCURS PLANTING ---... \ ,_! t .... I I 31-6 11 v: · 1:, .• 'ta". IFUJJll IXl~D~IXl"ii' ~J ~ll $[SC1i'DCL\'I SHT4S : 09/10/91 -----CONCRETE PLANTER WALL BEYOND PER _ ,,· AL TRANS STD.83-9 illlll11il <J. A ='"----~ ____ ,._,\ 1::illj ...,_1--'1""1-----------·::-··. W 5¼" UTILITY BOX W/ C.I. I 111 I _.· 0 • ~ATE !-6 J. & R. CONCRETE 11-1 •. • '1 Ii II ~-•• RAIN W/ PIPE DOME I 111 o •• L TRANS STD. 83-9 111~ • ·_· !.\ 111 ° i1m . !.\ 111-= I 1!.lm'=n----rri-""'rrf,~H-::,J, 11mkrn==ITI=ll_ 3" COVER MIN. SHT4U: 09/10/91 GE VERSAFLOOD II SIGNLITER V2FS, MAX. 70 WA TIS W / MAX. 70WHPS LAMPS, 240 VOL TS. GE 2 INCH PIPE MOUNTING ( RETAINING WALL EASEMENT LINE POUR IN PLACE DRAINAGE : GUTTER W/ GRATED INLET I SEE EB EE SHEET 3 FOR INVERT LEVATIONS 1/2" = 11-0" 6" 11-0" , .. = 1'-0" $~C1i'DCl:'J ~ 1i' lll~IXl"ii' IFD){"ii'UJJ!m~ ... f-- I V) SHT4J : 04/30/92 SHT4N : 09/10/91 • <0 / / EXISTING ROCK OUTCROPPING -~~ / / / L~,,µ'. ______________ _._ __________ .._ __ --i ~-- ~-------¼" CHAMFER 8" ,---3/4" CHAMFER WATERPROOFING EXTEND TO WRAP EDGE OF PANEL AS SHOWN EARTH BACKFILL • (D PREFABRICATED DRAINAGE BOARD WRAP FABRIC AROUND END PER MANUFACTURERS RECOMMENDATION --PRECAST CONCRETE PANEL SHT4P: 09/10/91 I l· f J • . • ._Ir1II.~. .. • •. l ! . 1 •.•. !-!.. : ·v[J'./1,J. ·r--~,"1'\J. • It I 1 I • . I I • I I . • I I· I l •. •• •• t. I [ 1· I •. •11 ·1 . II NOR • ,., .11 •. • TH I 1 • 1 "t. -·. .. 1/4" = 1'-0" ,----C,ORE DRILL PANa AFTER PLACEMENT FOR DRAIN PIPE --PREFABRICATED DRAINAGE BOARD WRAP FABRIC AROUND PIPE PER MANUFACTURERS RECOMMENDATION GRAVEL CONT. AT DRAIN PIPE 10 MIL VISQUEEN C.LS.M. BACKFILL • PERFORATED COLLECTOR DRAIN W/ PERFERATIONS AT BOTTOM OF PIPE 1½11 = 11-0" $1EC1i'DCl:'J IIDOii"ii'Ct'J OIF t';7 ~ll 1½11 = 1'-0" L9) ~----2"¢ GALVANIZED STD. PIPE BENT AND SET IN 3"¢ x 1'-6" DEEP HOLE, GROUT IN PLACE W/ "POR-ROK" OR EQUAL --¾"¢ CONDUIT W/ CONECTORS TO PIPE AND "J" BOX 'NP WATER / WEATHERPROOF "J" BOX 'NP 111 = 11-0" {Ul JOB #4634 WYIIILIT1IAOO 00. §JIDIIfiD§<IDRI AR:l'IlD A§§<ID<ClIA'JTIE§ ENGINEERS & ARCHITECTS ffi b-13·95 MG A'=' BUILT ~ev l.91OiJS Moved I ailt/ai {r,/ef,c/rtJins; ddefal 'I~ I I SHHK : 09/04/91 I \ I I ii I I I I I I I I I I ii 1 I I I I I I I I EXISTING CURB ----~ till NORTH 1/411 = 1'-0" MIRADRAIN APPLIED OVER WATERPROOFING -\== ------= ½" BUTYL RUBBER ROD W/ ELASTOMERIC CALKING, COLOR OF CALKING TO BE APPROVED BY ARTIST BEFORE INSTALLATION. EXTEND ROD AND CALKING OVER TOP OF PANEL TO EDGE OF WATERPROOFING--------~ SHT4R : 09/10/91 21-011 SHEET WA TERPROO NG APPLY WATERPROOFING TO PANEL AT FACTORY, APPLY WATERPROOFING TO JOINT AT SITE. PRECAST CONCRETE PANEL ,-----GUARD RAIL PER CAL-TRANS Gl~N~f>.f~Sg,µ.~E~P HOLE GROUT IN PLACE W/ "POR-ROK" OR EQUAL --,'----+-----'!, "' POUR IN LACE PLANTER WALL SE EB w ~ POUR IN PLACE DRAINAGE SWALE CONT. ½" = 1'-0'' ROC~V l?ODL\'JT RIET AIL\'JIL\'JG ti\? All L\'l O RT &,a SD ID IE I? ACDfBC COAST &,alG&,Qt1lf AV r 2222 NE'M"ORT BOULEVARD NEWPORT BEACH, CALIF. 92663 (714) 675-6110 I-D_A_TE_.__s_Y_._ ____ D_Es_c_RI_P_TIO_N ____ __._A_P_P_'D+D=E"=J.""1GJ~Nf='fA"': R"-1-+.D~R""~=-~""~"'M,,.,O"-'N-'-IT CITY OF rJEt"JPORT BEACN REVISIONS CHECKED: DATE: PUBLIC WORKS DEPARTMENT R-5594-S SHEET 4 OF B r ~ < z _m n ~ s 0 " ~ ► i I " \; z I 0 r 0 TI n a 0 TI TI ~ " 0 TI " rn ~ < z 6 C z " ~ TI 0 " ~ 0 " < TI 2 m n ► r " 0 TI z s " \; z I 0 r 0 ll n 0 " D 0 " ~ 0 D rn ~ ' z 6 C z ' ~ • 0 " ~ 0 " 5 TI 2 m n ► r s 0 D 2 " I, " \; z I 0 5 ~ n 0 0 TI D ~ D 0 • D rn ~ ' z 6 C z " z C $ co m JJ 0 JJ ~ z GJ z C $ co m JJ 76) .. ' Q ~~ '\....JJ-,,,; ~ ".i,,;Jv ·~--9 0 JJ ~ z GJ z C $ co m JJ 0 JJ ~ z GJ 13'-7¼" 71-0 11 61-7¼" 11'-10" 11'-10" 41-011 111-1011 lf-1011 131-6 11 [ TIE-~ACK TYP. ! I { PANEL JOINtl TYP. I I I 24.01' 1T. w. I I 22.00' F.L 13.00' .G. .w. I I 22.05' T.w. 1 .25' F.L I 19.50' I F.L I 17.50' 1 .oo' T.W. 14.66' T.C.B. 14.00' T.C.B. I I ~ 16.17', I TjC.B. ----1 --1-r-----1- 11'-10" 11·-10" 11'-10" 11'-10" I 25. 40' I T. w. 26.22' 1 T. W. 23.50' F.L 25.00' F.L 18.83' I 20.17' T C.B. -- ' -1------I . , .. • I • c.• -,, . 11·-1011 111-1011 26.50" T. IV. H.P. 25.25' F.L. 21.50' T.C.B. H.P. I 11'-10" 111-1011 26.47' 1T.W. 1 25.50' F.L I H.P. I 21.08' 11·-10" lf-1011 26.38' 1T.W. 25.25' F.L . . • . _,:; ~~: .., ;·· 227'-2¼" CHORD LENGlH 227'-3 ~" TRUE LENGlH OF WALL 11'-10" 11'-10" 26.23' 1T.W. 1 25.00' F.L. . _; .. ~:~ '~ f:.: -:~.: ~~--:::< f:= \ 11 1-1011 11'-10" 26.021 T.W. 24.75' F.L 9.83'1 TC.8. 11'-10" 11'-10" 'I 25.75 T.W. 24.50', F.L 19.42' I Tr.B. -----'· ·C ------- - - - - - - - ---------------------------... ----------------- 111-10" 11'-10" 25.41' T.W. I ,, 24.25 F.L 19.00' I TIC.B. ·-·-,_< ;: ' 11'-1011 11'-10" I 25.02 T.W. I I I 24.00' F.L I 18.58' I I T C.B. I I 11'-10" 11'-10" I 24.57 T.W. I 23.50'1 F.L I I 18.17' 1 I T C.B. I I 11'-10" 24.06' T.W. I 22.67' F.L. 15.92' T.C.B. I ~ PANEL JOI T TYP 20.59' T.W. 18.50' F.L 5.50' T. 8.25' 20.00' T.W. 18.50' F.L. 15.25' T.C.B. OPP. HND 11.92' F.G. _(FAR SIDE) __ _ r------------------------------ - - ---------------------------------------------------------------------------------------------------------------------------------------------- - - - - - - - - - - - - - - - -------------------------------------------------------------------------------------------------, ' l -~;~~-:-:,;;_;-~~~,-------~,2:::--------------------------------------------------------------;;t~i~~-,:~~:-----------__ _________________________ -::::::~;:~:~~~~:;;~;::::::::::::::::::::::::::::::::::::::::::_::::::::tJ J'·" ';:_ @TYP.@ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ TYPE B SIM. TYPE A SIM TYPE B TYPE B TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE B TYPE B ® @ TYPE A I I I I I I I r1-, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I + * I I I I I I I I I I I I LJ ---------- r1-, I I I I I I I I I I I I I I I I I + * I I I I I I I I I I I I LJ NOTE: FULL SIZE (TRUE LENGTH) OF PANEL ELEVATION VIEWED FROM RETAINED SIDE. 227'-2¼" CHORD LENGlH 227' -3¾" TRUE LENGlH OF \VALL l --PACIFIC COAST HIGHWAY·-~- TYPE B 20.00' T.W. 18.50' F.G. ~ &L'J!Ell. ~IL~~ A "ii"llOL'\I 1/8" = 1'-0" ( l ADJUST CAISSON LOCATION WTT7 ~ ... · ·;. 1'-6" MAX AS REQUIRED TO ------------------------------------------------------------ '.I' MISS EXISTING UTILITIES 7 ___________________________________________________________________________________________________ .l~~:-9 __ ~::~-p ~~~:-__ ~-~=~;1~ 1,. t_ I I I I I I I I I I I ,.J, I I I I I I -----7·------t---------------~---------------r---------- ... _ _.,/ I I I I I i I I I @: I I I r1-, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r1-, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I @, I I I I I I I ,.J, I I I I I I I I I I I I I I I I I I + * + * + * + * I I I I I I I I I I I I LJ I I I I I I I I I I I I LJ I I I I I I I I I I I I LJ I I I I I I I I I I I I LJ PERMANENT TIE-BACK (GROUND ANCHORS) TYP. --~ @ TYPE B ,-------- ' I r---, ,------7 I I I I L ___ Ll_ ______ _J GD TYPE A 20.00' T.W. 19.50' F.G. BOND BEAM 9.33' B. W. JOB #4634 ··:-. YI l,r.:.,:..:...:C/ !Fl O C &{ V PO I Ii\'! ii" R lE 1' A I Ii\'! D Ii\'! G ~ILL li\'IO~l'IHl SllDlE WYIIILILIIAFXI 00. §IIDfilP'§<ID~ &RfIID A§§<IDCI:IIA'IfIE§ ENGINEERS & ARCHITECTS 2222 NEWPORT BOULEVARD NEWPORT BEACH, CALIF". 92663 (714) 675-6110 DATE BY DESCRIPTION APP'D REVISIONS l?Bl.CilC:DC COBl.S1' Il'OIGIHl~J AV DESIGNED: M. JAFARI DRAWN: C. LAMONT R-5594-S CITY OF fJE\"JPORT BEACN CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 5 OF 9 C ' ~ , 0 a " • , 8 , 0 m , m < z C C ~ , s C • , ~ 0 , ~ " m ' z C ' ~ " s " • " 8 " ~ , m ' z C < z jj ~ z _m n > C ~ 0 TI z s " r t 0 ,- 0 n 0 TI " 0 TI ~ i5 z jj < z m n " ~ 0 TI z s ~', " ,; z 6 r 0 n 0 TI " 0 ! z jj < z m n > C m 0 " z • " ~ " I 0 r 0 n 0 " " 0 TI ~ i5 z ,.-., •.'7 <:c'J t!.-';,) z C $'. OJ m JJ 0 JJ ~ z G:J z C $'. OJ m JJ 0 JJ ~ z G:J z C $'. OJ m JJ ) / .• 0 JJ ~ z G:J ,---J ' I ! SHT6T : 09/10/91 a, '-.. 0 .::::. a, 0 [:". I (/) IO t:; w :,:; (/) w w (/) b I ;-.. ~ X < ::; = :c ' X < :::; 0 I .... z ::E b I ;., (/) w ~ N "" t ...J b I 1o ~ ""' I-"-::; ~ :::; 'b I 1o GUARD RAIL POUR IN PLACE SWALE POUR IN PLACE PLANlER WALL SEE® PLANlER AREA 1" BANlER -'- EARlH BACKFILL PRECAST CONCRElE RETAINING WALL SEE SHEET 7 FOR REINFORCEMENT---------------- POUR IN PLACE BOND BEAM CONT. REINFORCEMENT OMITlED FOR CLARllY INTAGLIO SET IN PANEL CONTROLLED LOW STRENGlH MA lERIAL BACKFILL POURED IN LIFTS AS SHOWN #4 @ 12" O.C. CONT. (2'-o" MIN. LAP.) --~ I. I 3" MAX 1 x . <~ :::; :::; SLOPE 2% MIN. -- 11-011 TIE-BACK SEE SCHEDULE BELOW PRETENSION TO REMOVE SAGGING PRIOR TO GROUTING. CENTRALIZER @ 8'-o" o·.c. MAX -- • l."" SECONDARY GROUT.: ••••••••••••••• .................... ·············•······· ..•••.•••..•. ······ .. . ................... . •.... ····_·::::::::::::: .... . ........................... ~ ............................ :,·. ·"""=J. .. ·:::.:,:-:-:-:-:.:-:-:•:::.... .... ••• , .. _._._. .. _. ::: :::::::. .......... ··-. --- PRES$URIZED GROUT -~ Ml RAD RAIN FIL lER MA lERIAL .OVER WAlER PROOFING ~-1'-6" x 1'-6" GRAVEL CONTINUOUS AT DRAIN PIPE ,,.---ONE LAYER OF 10 MIL VISQUEEN BETWEEN "CLSM" AND GRAVEL ~--PIPE DRAIN SEE SHEET 4 FOR MORE INFORMATION ~ #6 @ 12" o.c. , t3 r--.c.u=Ll..!ulj'L. ~· :~ ~··+· -+------f}5 @ 12"0.C. VERT. ii:: CLR 3" CLR ,L ~ i . ~-p VARIES l·-•~· +---+--------#4@ 12"0.C. CONT. HORIZ. 4-------'~--+---t(___~:== ...• u #4 @ 12" O.C. CONT. -+--' (2'-o" MIN. LAP.) = .., ct~W'o PRECAST CONCRElE .................... 1~--~ "W" POUR IN PLACE CONCRETE ............ 1 •. ~ ... : •. ~ . I IC OL\'I iJ'IlL\'1 llJJO l!JJ$ fF@@iJ'Ili;'J<Gl $ C!E[Q) l!Jlll.lE iJ'O!Ec!ID~C~ $ CC OO~[Q)l!Jlll.lE 1" r/i TENDON HEIGHT DEPlH WIDlH HEIGHT UNBONDED LENGlH BONDED LENGlH / OIAMElER DESIGN 150% 200% LOCK-OFF DESIGN DESIGN LOAD AL lERNA TIVELY LOAD LOAD LOAD IIHlr "D111 FTG. 110211 KEY "W" UH•' Lu LA DA LA DA (KIPS) (KIPS) (KIPS) (KIPS) 131-011 TO 11-6 11 21-0 11 51-6 11 13'-0" TO 171-0 11 301-0 11 12"!11 231-011 16"~ 49.0 73.5 98.0 60.0 17'-o" MAX 17'-0" MAX 8'-0" TO 11-311 f-6n 51-011 11'-0" TO 15'-0" 11'-o"' 12"!11 15'-0" 16"!,l 26.0 39.0 52.0 32.0 13'-0" MAX 13'-0" MAX lrl!Jlll.ll. OO!ED@OOiJ' t"J &IL.IL. $g~iJ'D@i;'J 1/2" = 1 '-0" SHT6J : 09/05/91 ~ &i;'J[Ell. ~J@!R!~ f@DL\'liJ' $COOIE@l!Jlll.~ START END SHT6N : 09/10/91 p 11'-10• ANE:L JOINT Typ 1YP. U.N.o. WP • \ I I 2-#4 CONT-, ·>< Z< :a :::; {C =co I I ';-~ START POINT 0.000'= (STATION 0+87.183') 11" 'E: #4 @ 16" O.C. HORIZ. CONT. (1 '-6" LAP MIN.) #4 @ 16" o.c. VERT. EL ~ 12" f/4 @ 24" o.c. 'io I • 0 I 12" 2-#4 CONT. TOP AND BOTTOM (1'-6" LAP MIN.) PANEL 0 X1" ® 0.000' @ 8.000' @ 19.833' @ 31.665' @ 43.496' @ 55.326' @ 67.153' @ 78.978' @ 90.800' @ 102.619' @ 114.434' @ 126.244' CED 138.050' @ 149.851' @ 161.646' @ 173.436' @ 185.218' @ 196.994' @ 208.763' @ 220.524' SHT6P : 07 /22/91 OUTSIDE FACE ~....----i--_,___ __ RETAINING FACE "Y1" 0.000' 0.016' 0.101' 0.258' 0.487' 0.788' 1.161' 1.605' 2.122· 2.711' 3.372' 4.105' 4.909' 5.786' 6.734' 7.754' 8.846' 10.010' 11.245' 12.552' ½'' 11X211 "Yt' 8.000' 0.016' 19.833' 0.101' 31.665' 0.258' 43.496' 0.487' 55.326' 0.788' 67.153' 1.161' 78.978' 1.605' 90.800' 2.122' 102.619' 2.711' 114.434' 3.372' 126.244' 4.105' 138.050' 4.909' 149.851' 5.786' 161.646' 6.734' 173.436' 7,754' 185.218' 8.846' 196.994' 10.010' 208.763' 11.245' 220.524' 12.552' 226.800' 13.279' N, T.S. ~-14" CHAMFER TYP. NOlE: SEE DETAIL ffi FOR TYPICAL~ CALKING AND WA lERPROOFING NOTE: FOR LOCATION OF FIRST AND LAST GUARD RAIL POSTS SEE SHEET 4 NOlE: TYPICAL PANEL REINFORCEMENT OMITlED FOR CLARllY 111 = 1'-011 @IE©iJ'D@i;'J iJ'W'IPl ~ ~i;'J!Ell. JJ@Di;'-'.lu SHT6U : 09/10/91 ,,---PANEL JOINT / PANEL REINIFORCEMEN~ OMITlED FOR CLARllY V -PANEL TO FTG REINF. 6• 12,. 12,. , 1-rTYP CONT. FTG. £12'::·:-o:::·::::c·+-=--.t-....:..:::.._-al!'--"=---.t~6=--.ir-:1:c'2'::-· ...::O=.c=· ~ / REINF CONTINUE TYP SEE TYP SEE THROUGH ERECTION LU 20" MIN. LU I / PAD TYP _Q_ ---,-------------•· ---_Q_ I~-~ BOTTOM ~F PANEL '-l==l===:l==l:::j:::.-::::-=::::.!!: __ ::::_:;:. -=-=·::i=l==l====l~' PANEL FOOTING q q A A . . . ") -- A. f v-C~ 0 0NCRE1E RECTION PAD ESIGNED BY lHERS SHT6V : 07 /25/91 POUR I N PLACE BOND BEAM 7 ~ A A A .A A "' A A A . I -~--------~-'--1--t~:t:::'.=::=l~t-• • 6 -:r-I/ ~ -t-----+----t--H•. . . q / / O----+----t--H---------++'-l:,...:;;--1-1 ~~ ~ -· 6 II_,,/ CLEAN AND ROUGHEN CONSTRU SURFACE OCCURS, SURFACE CTION JOINT 'M-IERE J/ CLEAN AND ROUGHEN . w <;J _·.Ii·. ") ~ NOTE: D OWELS AND TYP. PANEL REINFORCEMENT OMITlED FOR CLARllY. PANEL JOINT Irr PRECAST CONCRElE PANEL ( HORIZ. BOND BEAM REINF. { A A A A "' • "' A A A A A "' ·" A A A "' • ·" "' SEE E/-FOR LAP SEE E/-FOR LAP N.T,S. lllJ [Q)~iJ' £Oil. ©@i;'J$iJ' a Jl@Oi;'JiJ'( BOND BEAM) 1" = 1'-0" ~ JOB /14634 WIIILILIIA.lvil 00. §IIFYITfiD§<IDR! AR:!IID A§§CIDCCilA'Il'IE§ ENGINEERS & ARCHITECTS 222:2. NEM'ORT BOULEVARD NE\'<PORT BEACH, CALIF. 92663 (714) 675-6110 DATE BY DESCRIPTION REVISIONS - A A "' "' SHT6E : 09/05/91 1-#5 CONT. (LAP 2'-6" MIN.) 2" CLR _,r--4-lf7 CONT. (LAP 3' -6" MIN.) 2-#5 CONT. (LAP 2'-6'' MIN.) #4 DOWELS @ 12' O.C. CLEAN & ROUGH SURFACE-'- =---~tff?~:;;d~!1=;:::=;~'.;;:::=~::t:i ~~~ ~ ~126) 1-#5 CONT. (LAP 2'-6" MIN. ,----!---- BEARING re 13/4 x 9 x 9 W/ NUT AND WASHER EA. SIDE "' zj-,----~ = 9" T""" MIN. ~ BEARING re = m _'.\''!--<ff ~ 15• MAX. = #3 TIES @ 9" O.C. 1"!,l TIE-BACK lENDON NOlE: TYPICAL PANEL REINFORCEMENT OMITlED FOR CLARITY SHT6K : 09/10/91 411 C INTAGLIO~ , .. = 1'-011 ~-POUR IN PLACE CONCRElE BOND BEAM " " " 6. 6. 6" b v· . 6. A ,V " " " "'· 2-#3 CONT 1'-7" "' ...J u • ~ ., 111 CLR. ELEV. VARIES SEE ELEV SHT 5 #3 DOWEL @ 12" O.C. 2,_2 .. ~, 1-#4 CONT. (WHERE HORIZ. PANEL REINFORCEMENT DOES NOT OCCUR.) NOlE: TYPICAL PANEL REINFORCEMENT OMITlED FOR CLARllY $1E©iJ'D@i;'J ¢;@!;'-.'!©. IID!R!&©Ct~iJ' 1½.11 = ,•-on SHT6R : 09/10/91 --r--CONC. PANEL TYPICAL FOOTING REINFORCEMENT SEE DETAIL T = "' 3'-0" LAP [Q)!EiJ' &OIL $iJ'IE!?> Ili;'J IF@@iJ'DL\'l@i SHT6W: 09/10/91 PRECAST CONC. PANEL -------.__ TEMPORARY BRACE --~ FOOTING FOR TEMP BRACE ----~ 2 SIDEWALK 1 MA TOP OF FOOTING BOTTOM OF PANEL KEY , .. = 1'-0" [ffi TIE-f;iACK C-2687 ~nn N.T.S. \Jli IR!@©~ '1 1,§l@Di;'JiJ' !R!~ir &Di;'JO!;'J@ t"J ~IL.IL. L\'l@rR! iJ'OO $ 0[9) lE lf,il &©D~D~ ©@&$iJ' IXlO@IXlt"J ~ '1 APP'D DESIGNED: M. JAFARI DRAWN: C. LAMONT R-5594-S CITY OF ~JE\'JPORT BEACH CHECKED: DATE:: PUBLIC WORKS DEPARTMENT SHEET 6 OF p~ i, I i' l -C' > _Ji ::., :.: I S"J c= ci ,, ) 0 JJ ):::, ~ L CJ '. ;~ ~~--~ ·- L 0 R n ~ Q 0 'ij !J ~ 0 " --< :::r 2 (_J L :c'. \ .''., 'r·, ---~-~ '.J B a 5{ ' ~ ~ {J\ ~ L) \ ! 0 JJ 9- 2:: L GJ L:J iii JJ ~ • ~ "'I ~ ~ • "" >~----' l I u ,- C , ~ n ,-o Cl :. Cl ~ "' (__) " • ~ !":; z D ) SHTTA : 09/05/91 IT\ \.._-_,I ---____ _I----- V /K\ TYP. ~ \,_6_,I V =-7 V rv\@ P1 V ,, \.::_I rv\@ P20 ~ 1 -(J5 E.F. TOP OF WALL SLOPES, SEE PANEL ELEVATIONS FINISH GRAOE (INSIDE FACE) TOP OF CONC. BRACKET SLOPES, SEE PANEL ELEVATIONS OUTSIDE FACE USE (J5 VERT. @ 12" O.C. & #4 HORIZ @ 12" O.C. INSIDE FACE USE 4 X 4-W4 X W4 WWF W/ (J5 VERT. @ 16" O.C. FINISH GRADE (OUTSIDE FACE) SHT7B : 07/25/91 IP\ \.::_I ~ TIE-BACK IT\ I \ .. :;,,! I -~ _,_ ----~- /1<\TYP. \...9 / =- ' - I ~ ' ✓ --------------- \.::_I ------•----------------------------L 1 -#5 E.F. (u\ TYP. ,~ ------------------------ - --~---~ PANEL THICKNESS = 12" SHTTS : 08/16 /91 CONTINUATION OF /15 @ 12" o.c. SHEAR KEY REINF. SEE DETAILEB "' I -.,. / ~ ~ ==- 1'-0" n CLR. TO REINF. TYP. CLR. 0 N. FIN. GRADE (INSIDE FACE) ~-WWF AND VERT. RE!NF INSIDE FACE SEE PANEL TYPE. __,..-----VERT. AND HORIZ. REINF OUTSIDE FACE SEE PANEL TYPE CONTINUATION OF (/6 VERT. @ 12" O.C. FOOTING REINF. 5 SEE DETAILEB :i. ~ • "' I in f}-!'i--~+--' t-----1------EPOXY COAT DOWELS SEE GENERAL NOTES FIN. GRADE ( OUTSIDE FACE) :::: I (/) N.T.S. I I ==- PANEL THICKNESS = 12" N.T.S. £ sttm : 01 /25/91 I I I \ VERT. AND HORIZ. REINF OUTSIDE FACE SEE PANEL TYPE CONTINUATION OF f/5 @ 12" o.c. SHEAR KEY REINF. SEE DETAILEB io I "' I 1'-0" nCLR. TO REINF. TYP. 2" CLR. TO REJNF. TYP. FIN, GRADE (INSIDE FACE) WWF AND VERT. REINF INSIDE FACE SEE PANEL ............ , TYPE. ' J V I ' / ........._ ____ .... .,. . z ~ 1o I "' I \ \ ' EPOXY COAT DOWELS SEE GENERAL NOTES : TOP OF BRACKET ~ J VARIES SEE ELEV. / SHEET 5 CONTINUATION OF f/6 VERT. @ 12" O.C. FOOTING REINF. SEE DETAILEB (J5,-...L.-+../ -t----r-----EPOXY COAT DOWELS SEE GENERAL NOTES FIN. GRADE ( OUTSIDE FACE) N.T.S. en z 0 F ~ ~ w -' w z < "- w w en I en w "' ';!; / 11 --- -- 1 -(J5 E.F. TOP OF WALL SLOPES, SEE PANEL ELEVATIONS FINISH GRADE (INSIDE FACE) TOP OF CONC. BRACKET SLOPES, SEE PANEL ELEVATIONS 5-(J5 VERT. @ 1 O" O.C. OUTSIDE FACE ONLY@ 4, OF TIE-BACK OUTSIDE FACE USE (J5 VERT. @ 12" 0. C. & #4 HORIZ @ 12" O.C. INSIDE FACE USE 4x 4-W4x W4 WWF W/ /}5 VERT. @ 16" O.C. fu\TYP. /V ~ "'----FINISH GRADE (OUTSIDE FACE) 1 -#5 E.F. N. T.S. SHTTU: 09/10/91 SHTTC : 07 /25/91 TYP.@ INTAGLIO TYP. @ SOLID PANEL /R\ \.::_I IP\ \..:...-'. __ IT\@ ~ TIE-BACK VERTICAL BAR SPACING @ INTAGLIO T 8" o.c. -(}5 @! 6" 0. ;. @ -1 OF TIE-ACK \.--_,/ SOLID PANE t'u\TYP.@ 1' -,_/ INTAGLIO / I ,,,-V -----~---------f-------------~--- ✓v ~ v-I ' ~ I I I I ... } .,... I I ' I _. I I I --" -,,, I I I / I I/ I/ _,!.L ' • d-' I f I-,-1"-~ ---/ 1✓1 I ~ t-4 -:;-,I:,,:::: I ----+ " i} --i I I I IL',,,-I I --__ J. -1-----I----I/ - - -1 I i I I /l , I I i--~--i -- i-_:z, __ I_ I I I ' ' I I / --•· -, ---·--- . I \ =-=- SHT7P : 07 /25/91 v- v--- V v;, TOP OF WALL SLOPES, SEE PANEL ELEVATIONS 1 -#5 E.F. (J5 VERT. @ 12" 0.C. TYP. U.N.O. #4 HORIZ. @ 12" O.C. TYP. INTAGLIO LOCATION AND SIZE VARIES SEE PANEL ELEV. BREAK VERT. & HORIZ. REINF. @ INTAGLIO PER SECTION R/-AND LAP 1'-6" MIN. U.N.O. ~ FINISH GRADE (OUTSIDE FACE) (u\ TYP. ~ ~ 1 -(J5 E.F. VARIES, SEE PANEL ELEVATIONS VERT. AND HORIZ. REINF OUTSIDE FACE SEE PANEL TYPE----~ 1·-0" n CLR. TO REINF. TYP. U.N.O. HORIZ. REINF -------~ WWF. ------- VERT. REINF. en w "' ~ i!= C ~ 0 ::; " ~ z f}S-"c--tt>---e-<;1 1---_,..2" CLR. TO REINF. TYP. U.N.O. I I \ I \ I ,, -----': 4" CLR. TO !'\ VERT. REINF. CONTINUATION OF (J5 @ 12" o.c. SHEAR KEY REINF. SEE DETAILEB "-< -' • "' _, "' FIN. GRADE (INSIDE FACE) WWF AND VERT. REINF INSIDE FACE SEE PANEL TYPE. EPOXY COAT DOWELS SEE GENERAL NOTES ~-CONTINUATION OF ci ~ "-< _, z ~ 1o I "' f/6 VERT. @ 12" O.C. FOOTING REINF. SEE DETAILEB "- ~ [3 ~ 'CLR TO VERT REINF TYP. CASTDOWN FACE ( OUTSIDE FACE) 3/4"=1'-0" SHT7V: 07/251191 1·-011 .. [ #5 PERIMETER +---,----<1 REINF. #5 DOWELS @ 12" O.C. NOTE: REINFORCE BOTH LEGS PER TYPE "Au -24"1 2" CLR TO 42" l,'-al'\nc,RT. TYP I() CONCRETE BRACKET I-w w :c en z < _, "-w I-w en "' en ~ w ii:: 12 ~ ci _, 0 0 I ,, I ';.. i-----' .. , d---,-,;,L - - ~- ----- SHTTR : 09/10/91 ---- FINISH GRADE (INSIDE FACE) 1 -(J5 E.F. TOP OF CONC. BRACKET SLOPES, SEE PANEL ELEVS. INSIDE FACE USE 4x 4-W4 x W4 WWF W/ (J5 VER. @ 16" O.C. 1 -(J5 E.F. VARIES, SEE PANEL ELEVATIONS HORIZ. ---------~ WWF-------~ VERT. REINF. "' 0 s 0 N.T.S. C? z ,-: ~ "' ~-0~ I-. ... ·z Sw 00: " ~ 'o I VERT. REINF. 2"CLR SHTTW: 09/05/91 CASTDOWN FACE-~ (OUTSIDE FACE) ~--RECESSED FOR INTAGLIO 3/4"=1'-o" SEE PANEL ELEV TION "CLR TO VERT. TYP. FIN. GRADE (OUTSIDE FACE) #5,----"-++~ i----t-----EPOXY COAT DOWELS 2" CLR TO VERT CAST DOM-l FACE 2" CLR TO VERT #5 DOWELS @ 12" O.C. 24" LAP MIN. " CLR. SEE GENERAL NOTES N.T.S. l\JJ JOB #4634 ~ILILIIAOO 00. §JIDilIJD§<IDR:r ARflID A§§®<1:IIA1f1E§ ENGINEERS & ARCHllECTS 2222 NE'r\l'f'ORT BOULEVARD NEWPORT BEACH, CALIF. 92663 (714) 675-6110 VARIES SEE PANEL ELEV. 3/411=1 1-011 DATE BY DESCRIPTION REVISIONS NOTE: REINFORCE BOTH LEGS PER TYPE "A" CAST DOM-l FACE C-2687 APP'D DESIGNED: M. JAFARI CHECKED: 1/2"=1'-o" OOOCctV W>@UL',fil' 001'?:u &DL'J~L'J@ t"J &ILIL i:-~@oo u !XI $ a ID)~ ipi&©arrac ©@&$ii" IXID@IXltr:J&V DRAWN: C. LAMONT R-5594-S CITY OF tJEt"JPOAT BEACH DATE: PUBLIC WORKS DEPARTMENT SHEET J OF Jf'i ' . - ' C -C C :;;:: § ~ a '::1 q 0 0 -C z ' C " u ,J 5 ,,- ,. ' 2 . ' ) CJ JJ i~~--~ I 0 C 0 R 8 Il 71 u " cJi 0 ? ::::: :::; a - [,l ' F ~-El. l-'31 7 = ll 0 ---1-•--- I I I r- "1-~ -=-~ "' ~~ - -EXIST. S.C.EDISON VAULT PROTECT IN PLACE • A rn er: :::, f-() Ju ~z ---------=- • I 8" P.V.C. 5£YrER, 32' N/tt. (active) PROPOSED 'ELUP✓~/Alli = "' .., --.. ' ------------ -+-· I PROFILE SC/JLE HORIZ. 1''=20' VERT. 1"=1' ----------- =t ---·--·-- = 2 --F::.-4= . i==;· :==] ~. -------- ·O :u . f- a!<? "1 X oci w IP /lJ C/JIF/JC CO /lJ S Tr C=fl/J GC=fl rf,f /lJ 'rt " 0 +z ow COIA!f S Tf /Fs l!JJC Tf /JOIA!l IA!f O Tf !E !S 0-CONST OJ5'jo40' ASPHALTIC CONCRETE OVER 2.0' AGGREGATE BASE 0-CONSTRUCT 8" P.C.C. CURB AND GUTTER PER CALTRANS STD. PLAN NB-A TYPE A2-8. 0-CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF NEWPORT BEACH STD. PLAN No. \{}' 0 co:WTRUCT G" ,PCC,COMMERCIAL DRIVEWA'( PER CI\LTRI\NS STD. PLAN IJO-A, CA3E A. @) CONSTRUCT 6" PCC COMMERCIAL DRIVEWAY PER CITY .OF NEWPORT BEACH STD -166-L. • REMO lf fiJ IL Af O if"/E S [j}-REMOVE EXISTING CONC. CURB [?}-REMOVE EXISTING CONC. DRIVEWAY APPROACH ffi-REMOVE E_XISTING SEWER CLEANOUT 8 PIPE. ffi-REMOVE EXISTING A,C, PAVEMENT CURVE RADIUS LENGTH TANGENT DELTA A 2000.00' 80.86' 40.44' GZ-18'59" B 2000.00' 347.93' 174.40' 09"58'03" D 194::1.S'.-'=o:,..., -l----2""2.""7"','=;,z'a-;,,-+. ------'l;-';/~3'--i, 7."''B';rt-----;CG;;,0;,;''4-',-;2:;,-.0;;,5m'~ f-------'c=---+---,°"9""5""5""_0""0"•+---279.22' 1 d9.85' 08"19' 1-5" t:::::::=' --if.:·_~_'._::. ,_;:::::-::j-_:_·-···::·-~-:.: .. -_-l·--~~ •. • :.,,;,: ~~,:_~ :-:~:;: _ _._~~:~;• ;:_,-;_it _:;;;;~;;i=~~:~i-~-~1~~::-~:.:.~--~.?s· RE/nave ti'lilYiOV£'_= == EX. OHIVEWRV li'EMOVE EX:.l"VHB -~REMOVE ~ ~li'ell'lllVE £X.bli'l'IEl!IIIY.· , -· .. .,._ ;---=.-. ~ --- CDirV Of ~!EW'IPO~ir !8l!E~CIHI THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY AND STATE STANDARDS AND REQUIREMENTS -'= = I i I • \ EX. C/JH.8 --- -· I ;_-- --- • --~-: ~--1·::.:.~· ~--·~ :~·:·:.; ·:::::;::;-_ t~~ ~-~:_._ ~-:;;: /Y. t--::--.:; ::.~;: ... ~ ..... ···----· --•-···· . : --------------~ ------------ I I I PACIFIC COAST EXISTING SLOPE ,HIGHWAY- 50' I 10' . I 31' 13' / 6' 6,5" ----!----'-''----++--'--+-- ' I 0 / SAWCUT. • ~ \ FEATHER EDGE AND JOIN TO THE_/~• 1 SATISFACTION OF THE ENGINEEf'. urt/PIICfJIL SIECTIOM N.T.S. 3 2% R/W •• I I ·-----··:·:·;: .. -··· :: .. ::: -~:- ., ... ,- I - C-2687 ROCKY POINT RETAINING WALL STREET IMPROVEMENTS FOR: I ONLY THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND . _ _ if. .. . _ ·st i _ -LfffJ ACCU.RACY. ./1 \_ r /] I ,1 ;f . '\£i 9/il/'111 4,1};~,. C..,1WfffLJ/171''iiff?%-'.10~1ct1:ott~'ffH,-'fffn APPRO'✓ED (4 _,· (6}, ft-f:,~--_ il=.2-"l/ _ DATE BY ,'ESCRIP110"l p(J91 IC WORKS DIREC"fOP.-DATE REVISIONS ~,:::_ N/SJDE P,~CIFIC COAST !---/WY APP'D DESIGNED=s.R. 1'.JRAV,7:: :.:.P. • CIT"l' OF NEl:'JP~RT BEACH ! I? ~:-;'}4~5.... 1 CHECKED•M.K tol.li:1 i7 /90 ·I Pl.:8~'L WORKS DEPARTMENT i Sf-J~r.T 8 OF H. ____ _..._ __ _ . .l ' • ' • ' I I 1. n > ",1 C " " ►~---- 0 JJ l> :": C,c_ ___ ....J I / J , (':; ?, -'i 0 ~ ::::: ~ 7· \ SHT9M : 04/J0/92 NOTE: FOR MISSING INFORMATION SEE SECTION EB !--CL OF CONCRETE CAISSON I POUR IN PLACE PLANTER WALL SEE EB "' PRECAST CONCRETE PANEL SEE SHEET 7 FOR REINFORCEMENT \: SIM. /E' • \ 6 -- I • I ...._+I-- /H\ TYP. PANEL P4 rc< TYP. PANEL P3 \ 9 - • • • 131-0" LINE OF EXISTING GRADE PRIOR TO WALL ERECTION THE TENDON CONNECTING THE WALL TO THE CAISSON SHALL BE TESTED WHEN CAISSON CONCRETE HAS ATTAINED 3000 PSI STRENGTH. THE TENDON TEST TENSION LOAD SHALL BE 30,000 LBS. I. ·1 I 30" I DIA ,., Ji, l".• •V ---'-'I< :~ ·-t=J,,,,,+,c-,1-'4...t,t: 1-~~1~1=1 """1 l';nl ,;~I I f"'11Ff '1 ~' I ' • • ·, • 111-11111!1[! lli1,~. ~II ;++'-+• -i"c--'-t-++-J-_I .. , llil -. ' •.· .• 11 I lllilll11 i11~1 '. T: ; . ~-:I l~U ', ' , t7\ J g J "' ~,,/ 111111ill11illl :·'' ~ M11Fm111, ~Ill II : ' e . • 111;'.;=lll~ffi '., '.:, llmlllmlll ~ Ill ,;¢1! ~;.,;..;.,:..;,. • ::l"<("@:cc~r ~":, ~, ~i, :_ ,i.!, ~ .• ~~.;,,:~ "l; -,--~ ·1:. V {', A f:i t:· "•· ·-· • · .,,. ... 1 t,, •·.· ... v,•··••·················••:1:••:•···············)••·•·· ,. I i~~mw':·,T. l""c.:t:-: .. -;-. ·--,-~·:rt;f'! I : ii. . .. : . . 1" DIA. TIE-BACK TENDON_/ "-.,+!'-, '+-t:--1-t.:r ·······••·····•••· ·····••·•····•· /', ~"i.:...!:, -V _._.:::.~:::.:-::_.'7:'..·:::.•::•:•:•:•:•:·:•:•:•:•:•:•:•:•:•:: /', V •::::::.:•:•:-:•:•:•:-:•:•:•:-:•:•:•:•:•:•:•:•:-:•:•:•:•:•:• : .A , V. • . V ::::::::::::::::::::::::::::::::::::::::::::::::::::.:.:.: .. _. ' ::. ·. ·::. ·::. ·:. ·:. •. ·:. •. •. ·:. ·::. ·::. ·. ·::: ............ . . . . . . ·:::::::::::::::::::. ·::. ·········· . ·•···•··•·· .·.:·:-:•:-:-:-:•:•:-:•>:•:-:•:•:-:-:•'.·'.·:•:•:•:•:•·· ·::.·.·: .. ·.·:::.·.·:.·.·.·:.·.·:.·:.·: ......................... ........................ ::::::::::::: ....... . .................. ·.·.·.·.·:.·:::.·.·.·::.·:.·:.·::.· SECONDARY GROUT--~ TYP,/'o\ \.V ' ". v· _. ' • l,. l,. ~ • , . V .. • 0 I 0 "' 0 I in N SHT9C : 04/30/92 • "' ~ 'i,,,'1.------- 3'-11" 61-011 • l,. ••• . . . ... • • t---+---+-FOR TYPICAL FOOTING .•. '-'I-~ ' CLR TYP. 11-3" 10" REINFORCEMENT SEE SECTION EB $!EC1i"D@!:'J & "ii" IFOO"ii"DG'JGi 1/2" = 1'-0" SHT9H: 04/30/92 e "' w . WO (/) w = 0 "' (/) 0 w 5 0 w w· (/) 8 • I -o 0 (/) • -m m m~ • = ::::1 I 1:::: , • t---+---+-FOR TYPICAL FOOTING VARIES .•. ' • CLR TYP. 1'-3" 10" "W" SEE SCHEDULE T w ~~--- REINFORCEMENT SEE SECTION EB 1/211 = 1'-0" SHT9D : 04/28/92 - . • LI b 'V· , .• A ·v· £>. • • =1 . . A· A A b.' I [ [I • • ."' •• 30""-OIA~ETER ', ill"' I',.," "·"' " - • . . .Ll.;,..•t.,1,· .• LI • • : . . . _4, ·v-,{',. . • 12-ff7 VERTICAL C::ON11NUOUS EQUALLY SPACED #4 CLOSED TIES A 1 6" O.C. TYP. ~F=T'T1'i:r!. ml ;uu;;;,:uu::p-i w -II 3" CLR TYP. 1" = 1'-o" IQ) Jl ~HT9E : 04/28/92 7" 1 "!li TIE-BACK TENDON ·' I/ I Ir p 1 I; ,, "' .A ff7 VERTICAL BARS • V I .!' .A V "' "' ·' "' ·' I/,.. v. V .A "' V "' "' V • ~ r -~ ,:. "' "' V V V .... V " V "' V vr "' -{}4 TIES ·' .A V .A "' I IV ,v p V I/ .A .A V "' "iJ7 "' V 3" CLR "' V .A "' .A TYP. V V rwrav £0[!,, 'iilEOO!QlOL\:l "ii"O C£0$$0lL\'l 1" = 11-0" 1"i11?1DC/Al ~01i"IE$o 1 • CAISSON CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI 2. SEE GENERAL NOTES SHEET 2 FOR ADDITIONAL INFORMATION. PRECAST CONCRETE ..... -............... I ___ __, POUR IN PLACE CONCRETE ............ L •~ .. ~ .•. , \ /" . ;,. ,,1,,,.- ½--1 5 4-(__ -~ l 15'' D # 8 TIES e 9" I I ' ~ 42" , .... ) r I \ ) ) L_'.IF'.....:llJJ:'.l::l~IXl:'.lE:.'.O'..:Gi::..:IXl:..:il'_t::"J:::_IA:,:l.::l_:$:_:IE:::C:..:il':..:DO=-t';::~_:A..::._"ii":........:C::.&::D$:.:$:.:@:.:t';:..:.~ ....------------1.._1_12_" =_1_·-o_" ...1.,_.::..::.11~4 ___________ ...L,_ ___ L..._.G\'l--t ___________ ___._ ___ ~_f0 ,r (~ "' ~ 0, ' I 0 I ,,., ' ..,. 0 D i,, f-:r: (/) lU) JOB #4634 \WIIILil..JJ.A\00 00. §!IDIIJ:P'§(ID~ ,4_ 6·/3-q Me, AS l?,UIL1 REVl9IOIJS .A'l.RHID .A'l.§§<IDCI:II.A'l.'If!E§ W 4'16·,-r!J l!eui!d hJtinfP tJelefetl bdkd ca~ 3 r .... Gu ffi ALI.. RE=JIJF. f'E'.~ PLAN ADDEP REr IJF. StlOWN f-teREOi,J BOND BEAM REVISION ('.: PANEL NTS ----;, -- """-... -;>...."'"' ..,__.., N.T.S. ROCctV l?Ollli\'IT RIET ABli\'IING WJ AILl li\'IORTc-:1 SUDIE ~ACIIFDC COAST C,COGC,Ct'lf AV ENGINEERS & ARCHITECTS 'vJ ,a.qz ~ Ad:M ctl't!'iJ&lfS f.D~A::TE:r:=BY:;-1:..:..:..:..::..:...._.:._-:D::Es::::c::::R:::IP::TI::::oN::-----t;-AP:;P::;.D;.tooEESJffi:!Gfr-ifAriEfF~R-, 11DJliRiii~iiii~;j,~A-M_o_NT1 ~c=1=rv::-:o::F:--r=Je=t-::-:'.IP_o_R_T_B_EA-CH-.--R---s-s_9_4 __ -s-l 2222 NEWPORT BOULEVARD NE'l@ORT BEACH, CALIF. 92663 (714) 675-6110 REVISIONS CHECKED: DATE: PUBLIC WORKS DEPARTIAENT SHEET 9 DF 9 I I I I I I I I I I . I I I I I / 0 :0 ~ z G) z C s . CD m "TI 0 TI ~ z G) z C s CD m :0 0 TI ~ z GJ -< [ < 0 n J lS II A'-'--i.:e'"',,-F. Pl!Yl.. Pt.AA} 1 II TJ oc.-r; n...c1 J...Jf. 51-t';:;;u.;,..) ,c,;a_e"l)~ □ _ .......... '-/. 2.,. Lj 16.00 \ ·-. ------_ \ 1 5, 33 EXISTING PRE-CAST WALL ----~ ... I / / # 5 DOWELS 6" INTO EXISTING \ , i .,. 13.60 ~..-,-;,....-.11..~------- EXISTING CONCRETE WALL #5 VERTICAL --tt---n-~: .---12" THICK PCC FOOTING ' _ .... BLOCK TO MATCH WESTERLY END ROCKY POINT RETAINING WALL BLOCK WALL@ E'LY END 7/3/92 CONSTRUCT MASONRY RETAINING WALL PER STD 228-L TYPE A MODIFIED AS NOTED. USE ORCO SPLIT-FACE BLOCK PLAIN GREY COLOR TOP OF FOOTING AT ELEV 10.33 14.33 _/ / ,.__ ____ , ' __ ,. ___ _ __ ,.,·' r// ,. I LAP HORIZ. #5 30" AT EACH CORNER 14.33 / SIDEWALK 6,/eJ. = Cv. wc:i ti (f<'!,v pfaV? e /eJ. 1 9. O?,, ,-.....______ 1 1 30" LONG -o. 2. ,s-1 / ----, 1 _______ • #5 DOWELS @ 16" ----· ---1 6" INTO PRE-CAST WALL .__...~----; I /J6J t7} -'f1 y1LS Tuo-i ' S $ :Lv•,<s · : L_ c:~-t·.101 -~k. 1'~11 y::/o ~-' ""=-"'_,_'l _ -_ _§~~~~ f:RJ_:9~~T _W_!..!:~ I _ti I II __ ,L,___ 1vew -u1v1 e,0ruJ 15 y IB co)\ I s-s 6LEC, SE,f2tJIC(:-C-Af3. ' DOWEL NEW FOOTING TO .Q !EXISTING AS NECESSARY : tz_z II Bflr: \ Ji7~ /Ve,J . l .C . -~ c£ ROCKY POINT RETAINING WALL BLOCK WALL@ W'LY END 7/2/92 I I I I I I I I I I I I I I I I I I I ¥~ WILLIAl'/1 SIMPSON & ASSOCIATES, I_NC, CONSUL TING STRUCTURAL ENGINEERS • 2:222 Newport Blvd. ,-Newport Beach, CA 92663 for -. . . Rocky Point Retaining Wall . ' • ,, , . '',' • • ~ . . . •' ! .. ·Located at: North Side -Pacific CQasfHighway ' • ,• , t· 'I Newport.Beach, CA 92663· Prepared for: Public Works Department - City of Newport Beach, CA 92663 • WSA Job #4634 September 1991 \ __ ,.. YICINITY MAP M: :S\\ii SYMBOL LEGEND ♦ f>O'OERP<U: 0 w ...... oc... t1 F"fl£ WrMANT •=- --FEr,CE ~-O<W•U< l• ,;,·,•j j <:c!HCRETE L.......18111J) .. G -----""""""' to<stlruCTJOH NCWC<JNs"lt<UCTION -CENIDIUNE --- -WATER I.HE: --CAsUNE -<:-f>O'OERUNE -Tnn>H<WEU"" --SPRINl<I.Ill SYSID,( " EMERGENCY TELEPHONE NUMBERS i j """"'" lli1Mll.ER _CAU,,.,..,,_eJ.SCO........, ___ ca,p,,., p....::n, ~ C<»>N<r OJYtFf<fRIIITOCAC>I/PUOU::U11!Tt:S) ....,,,._,,,_"'"""""' ~------·-· ..,,_...,, •<2-t:!ZZ-G,(1(1-= -,-.-., ... --b,_,:,...:;...:1~ CITY NEWPORT PUBLIC WORKS - OF BEACH DEPARTMENT ROCKY POINT RETAINING WALL STREET IMPROVEMENTS FOR THE NORTH SIDE OF PACIFIC COAST HIGHWAY CONTRACT# C-2687 ll-£WHIG tFIOSW'"8"!:f<R lH£"""1E!!L~1MtFPAACEJ..t<JF P-"lal.~"'~/&~tF """""'""'"""·"""'··"'"""' AS 1HE U,""' DI' -OS""' -- ..,. , .. ,. 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SEC11"" ,0,-2.1 IEST!iN<!>FOEP0,15 L .,...._ _,.,,s "'" ,_,..,..'IOAY 1£•-r,; .. ...._ «=OE lllT -""U'"Tm ~~ ~'°':;:,_.....,.,..,_,-.,_,_'"',.,.,mo, rn "'' :J ~=: <>O O>N=i!: ....... ____ .,. :1-.:sOi~~,.,:'i,,"'11€~..%~~..,.~ A) PQEc,.sT~~--"'Oo«ll1S BJ .....-MACAlE!lllEIIS <:) ..,...,..,....,,,... MLLINR M SDMlPSON,. . " C-......... _CH_,_ t<111C1..-W<TTRLH; j ...... !liAM..,.. l . -""'--E e <111 ....... ,.,...,, " l1J8I" s,m. ,. ""',,_.,,"" ROCKY POINT RETAINING WAU NORTH StDI! PACIFIC COAST HIGHWAY fflT Of IEWPOIIT IElCN R-5594-S !!!!I PM4EL Y(lm,U,-31) ----1110001» •cu.a: 1101>..., 11. ,,_JW M ... C.8. 100... ~ UICl.llOH O<IEIIIQ't ....... P..OOSW.. D</!l.Sl2[ '""" lDTJI,. • @-Pl!l>TO tru. -:,.._ v. 2PCU !liill iillil! -"-"'i ~ ...... "TI<U<w«.; .. PARCEL MAP 59/6 """"'"'" WAI.I. E.<SDO<t ,.... --+---~------------------- PACIFIC COAST HIGHWAY --1W..I..IAM M. SDIIPSO~ AND ,lSSOCUJIS ENQHEO!S I: ARCHITEC'l'S ----- iliii .-~COJ.ttrn<- ~ 10'-o"ur. ,,,...,. .... !l.EV. ELEVATION ,,, .. -,· ,· STREET PLAN _._ ~.,,a'c. B, .• ~=--~ llij NOR"YI-I ROCKY POINT RETAINING WALL NORTH SIDE PACIFIC COAST HIGHWAY CITT OF IEWPORT BO.CH R-559-4-S l - ---~-OTTOF --!IElo:I<~ ___ , ...... ~~~-<T Fll.l. HEJGHT WALL SECTION S!CTION TOP OF WAU. WAlmlUILS([CAl.-l!UHS ·- s GE '°"""'-"<O IE SIGl,lJlfJt -..11,ow,,nsw/1,_,,.,, UMl'S.240""-lS. 0£?NOOl'f'£MtU<IN:-' SECTION AT LIGHT FIXTURE ,12·-,._,,. M DIS-HOCK(IIJTtft<JPl>INC ENLARGED PLAN BEGINING OF WALL SECTION TOP OF WALL 1"•"1C.PffBrnr..-,0<l'h 1'· .. CIEIPH<ll£.<JIOOTINFUCE .... ,._,,. - I ' I I N u --1"11.UAM M.SlMPSON AIIIID.4SSOC1,1.U:S ENGINEERS ,I, MCHl'IEC'IS ---- .-.. o.s_~....: ' ' ' ' ' J ,,,.,,--.c,.m,.........,. 00>"!> ·-·--"""' ... ""'\FFACTl..0!£!!$-.,.TTOH p V SECTION PANEL JOINT SECTION TOP OF WALL ROCKY POINT RETAINING WAU NORTH SIDE PACIFIC COAST HIGHWAY - R w CIJY Of IEWl'ORT BE.ACM R-5594-S f'C8t£'IO><SD,;F-1 """'T4C,-0 ,r-10" 11'-10" ~ ·-~-~ ..,.,, ..... a. =• ' -. ' ~ - b!!l@ @ ® ® @ @ ® L ~ L --r ---- ® L - @ -~.::,,, •• 1(4 l.oo" 1'1UElfNl:JHOF"'I.I. 11·-,o-,,._,... ,,._,.., NOTE: FlllL SIZE (TRUE LENGTH) OF PANEL ELEVATION VIEWED FROM RETAINEO SIOL ,..,·_7,.,,,.01Cf0:DLlM'i111 ,..,,-.• ..._. lftUE lfNl:lH OF_,_ ~i:a I PAOFle OOASl >t(HW~~ i @ ~ ® i i i i ~ C --- ... l'ER>W<NT TIE-BM>< (l)'<aN)"""10RS)fll>. - ® ® ® L I C ~ - LJ -~· ..U..UMI M.SiMPSON ,IND ASSOCl.-1'.llS ENCINEERS • ARCHITEC'IS ® L - liil - i.,E OF DISllNC ""-'I)[ PANEL ELEVATION 11a·-,·-n· C~ -~_ ... ,,. - : 1. h, -w .. ~ ~ ST"'t P""1" 0.00' m STA-C ~ !7.10.,' 1'----,;-t--® -1--r ,J 'I ® ® ® ® ' 1 I ~'' i. ,, " " • ~ ii ~ ,, ' L L -C JI'- W,UfQBEl'llCl'Ecittl :!l.~~~A TION PLAN ~ ' ~· -•= ""'""""' ...... .. ,u,,m,,......,.o.,1'1'ED "°"a..AIOT>_..,, .. !IT;,.. 1. --'"'"°"'""' -® •=~ ROCKY POINT RETAINING WALL NORTH SIDE PACIFIC COAST HIGHWAY CllT Of IEWPORT BEACH R-5594-S --"'-''"~ L,, .. ,., '"""''" """"s,,,u ----~ l fNllffl!J,O(FlU. 1 ,." .. ., ......... ...._ __ ~f ....... l'f'E KEY, -- PANEL WORK POINT SCHEDULE ·-"" "' 0 ·-'"" o.oir ® ·-... ® •= 0.10!" ® ® 0 ~-·-® 0 , .. ., .. UDO" ,._,.._. 0 ~-.. ~ '"'-"'~ :Z.711' @ 2.711" @ 11U3'" "~ @ ·= .. ~ ,_..,.. @ -~--· @) ·-· -~ @ ,., __ @ 17.l,.QO" ··-@ -.. (@ , .... ~-•=• (@ -= @ 220.524' @ = 1:,..,so· PLAN CONCTETE WALL PANEL WORK POINT COORDINATIONS ,.. <W,MfVI ,.,,,_ ,.., .. =..,.,_1L " •n-•.-a: liilil "°"" M'!C"<. P....,,_ R,11,rn1ca,n,r ~==Cl.A/On- ,. -, . ...,. "™' .. l'U,C£ """"""" O<H) ~ E =·-~E1£VSlff J SECTION CONC. BRACKET K i'!Ri:¥%1 I,' •.·J SECTION PLANTER WALL ,-• ,· • .-N SECTION TYP PANEL JOINT ,..,,. -,....,. P DETAIL STEP IN FOOTING R """" .. PUC[ ClNClll'1I''. CONTINUOUS FOO TINO SCEDULE TIE-BACK SCHEDUtE 1ENOON 1>0UBLE CORf«.lSION PR<l1EcTiet.1 -~-~-¥ ,,,. " V ....... (E>w,.n, .,,.oa,w,,:m/~ ~ ~ ~ "' D, (IFS) {,JPS} (G'S) (l(J>S) ~~m ,•-e• H -~ IT--'f'w._. Hm ,., H H u--o· .... FULL HEIGHT WALL SECTION ,;:,·.,·..,,. T ,FF=F#ec=-'=9'l=+='l+=:,C son"" o.-nc. ELEVATION AT ERECTION PAD =~ ·-~.,;"" !101/CIO U DETAIL CONST. JOINTr SCH> ..,...l ,. -r-o· --Bl.LIAM M.SIMPSON' AM) "550(:BA.TES ENGINEERS &, MCIUTEClS V jsecTION TEMP BRACE ROCKY POINT RETAINING WALL NORTH SIDE PACIFIC COAST HIGHWAY w CfrT OF IEWPOIIT IIEACII R-.SSS4--S >UBIJCWORl<SOCP,..,,..,,T !O<EnOCf'! J .. -- PANEL TYPE A SECTION i - fPOJtr COAT 001E.S ""'OOl""'-•DTD 1-/!it.f", s fm:-11-',Cr ! 1-,0U'. A PANEL TYPE B B SECTION T ,-... E.F. f' ..,..z. • ,,-o.c. TIP. 1 -,. E.F, REINFORCEMENT OUTSIDE FACE PANEL TYPE C SECTION --ll'ILLIAM M.SIMPSOI\I AND ASSOCIA..llS DIGl"EERS .a. ARCHrrE:CIS p V ,_,,,,.,._ 1-116ES. '"'"'" . ...,. ,,., ..... ,. ..... -"' ,, ""· • , •• o,c. REINFORCEMENT INSIDE FACE C>S"'°""FACf (C<ll-CAC£} ....,..,; C """"""'""''"'<WO = AAC><T "'°'"'- SECTION ROCKY POINT RETAINING WAU NORTH SID! PACIFIC COAST HIGHWAY w CfJJ OF IEWPOIIT llfACH R-55ll4-S