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Home My WebLink AboutR_5858_SCITY OF COSTA MESA ~ ID VICTORIA ST ' ' "" 0 ID "" <( :,: PROJECT LOCATION VICINITY MAP NOT TO SCALE SYMBOL LEGEND -0-POWER POLE 0 SCO SANITARY SEWER CLEAN OUT (::"SMH SANITARY SEWER MANHOLE '(y FIRE HYDRANT ~ u WATER METER BOX & SERVICE D GM GAS METER -------0-------VAL VE -x-x-x- .LLL .LLL. ...llL ..LLL POWER POLE ANCHOR MONUMENT FENCE BLOCKWALL TREE SHRUBBERY ASPHALT PAVEMENT BRICK WALK CONCRETE EXISTING CONSTRUCTION - ---PROPERTY LINE ----NEW CONSTRUCTION ---l---CENTERLINE - ---S ---SEWER LINE -----W-----WATER LINE - --G ---GAS LINE --E--POWER LINE -T--TELEPHONE LINE -CATV-CABLEVISION LINE -SP--SPRINKLER SYSTEM I== =-=1 t=------:::::J * STREET LIGHT SIGN GARAGE OPENING WINDOW SPRINKLER UJoc!o,gvo"oc! ~o,vaco ~lo,1! Goff: TOLJ. FREE 1-000 227-2000 1WO WORKING DAYS BEFORE YOU DIG JOHN WAYNE ~ AIRPORT UN\1/ERS\1'1 , Ls;---.:::.L.::::,; '½ ~ ( ~Ch.') ABBREVIATIONS AC ASPHALT CONCRETE C&G CURB AND GUTTER DIA DIAMETER DIP DUCTILE IRON PIPE VCP VITRIFIED CLAY PIPE RWV RESILIENT WEDGE VALVE FE MJ NTS FLANGED END MECHANICAL JOINT NOT TO SCALE RT RING TIGHT STL STEEL ABAND ABANDONED IP&T IRON PIPE AND TAG MON MONUMENT CATV CABLE TV DWY DRIVEWAY CO CLEANOUT (SEWER) ARV AIR RELIEF VALVE B/APPR BACK OF ALLEY APPROACH EV ELECTRICAL VALVE SW SIDEWALK WWF WELDED WIRE FABRIC MLCCSP MORTAR LINED CEMENT COATED STEEL PIPE C' ~ ~ ~ RCSCP REINFORCED CONCRETE STEEL CYLINDER PIPE Q;i 4" A,C, CORING INFORMATION MCWD MESA CONSOLIDATED WATER DISTRICT U.N.O. UNLESS NOTED OTHERWISE CONT CONTINUOUS T&B TOP AND BOTTOM CUFF DRIVE JPUBLIC WORKS DJEPARTMENT APPROVED: APPROVED: DOVER DR~VE STREET~MPROVEMENTS C-3652 DIRECTOR OF PUBLIC WORKS R.C.E. NO. 36106 CITY ENGINEER R.C.E. NO. 47961 DATE: ______ _ DATE: ______ _ BASIS OF BEARINGS TO BE PROVIDED BY THE CITY OF NEWPORT BEACH, PUBLIC WORKS DEPARTMENT. BENCH MARK PROJECT LOCATION TO BE PROVIDED BY THE CITY OF NEWPORT BEACH, PUBLIC WORKS DEPARTMENT. TOPOGRAPHICAL SURVEY 1 TOPOGRAPHICAL SURVEY BY CITY OF NEWPORT BEACH, DATED AUGUST 10, 2000. EMERGENCY TELEPHONE NUMBERS DAY THE GAS COMPANY (800)-624-8153 (B00)-611-1911 PACIFIC COAST H~ e ro SOUTHERN CALIFORNIA EDISON COMPANY AT&T CITY OF NEWPORT BEACH (UTILITIES DEPARTMENT) ORANGE COUNTY SANITATION DISTRICT ADELPHIA CABLE 611 (949)-644-3011 (714)-962-2411 (714 )-338-2000 (B00)-422-4133 (949)-574-1000 LOCATION MAP NOT TO SCALE UNDERGROUND SERVICE ALERT MCWD PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC. 1792 KAISER AVENUE IRVINE, CA 92614 ASaf8lU~lT 6/ZLJ OJ NIGHT (B00)-624-8153 (800)-611-1911 611 (949)-644-3717 (714)-644-6222 (B00)-422-4133 (949)-631-1200 GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UN[;' \1 CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE .WITH .THE "STANDARDS SPECIFICATIONS FOR PUBLt . WORKS CONSTRUCTION," 1997 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE , TY'S STANDARDS SPECIAL PROVISIONS, OR IN THIS CONTRACTS SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLIE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELIEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. CURVE DATA REFERS TO THE TOP, FRONT FACE OF CURB, 4. STATIONING REFERS TO THE TOP, FRONT FACE OF CURB ~XCEPT WHERE OTHER\\1SE NOTED. 5. AUL EXPOSED CONCRETE SURFACES SHALL CONFORM ir'I GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 6. P,C,C, SHALL BE CLASS 560-C-3250. 7. PROPOSED PAVEMENT, SIDEWALK AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS. 8. CONTRACTOR SHALL ADJUST CITY UTILITIES (E.G WATER VALVES, SCO, SURVEY MONUMENTS, TRAFFIC SIGNAL & CONDUIT PULL BOXES, STREET LIGHT CONDUIT PULL BOXES, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 9. ANY DISCREPANCY IN THE DRA\\1NGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPT. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION, 10. CORRELATION OF DRAWINGS AND SPECIFICATIONS. ANY WORI< NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND_ LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 11. NORTH BOUND DOVER DRIVE MAY BE RESTRICTED TO 1 LANE DURING THE WORK DAY (8:30 AM TO 3:30 PM) AND RETURNED TO 2 N_ORTH BOUND LANES AT THE END OF THE WORK DAY. NO LANE CLOSURES ALLOWED ON HOLIDAY OR WEEKENDS. SHEET INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET 2 STRUCTURAL NOTES 3 STRUCTURAL DETAILS AND TYPICAL SECTIONS 4 STRUCTURAL DETAILS AND TYPICAL SECTIONS 5 DOVER DRIVE SIDEWALK IMPROVEMENTS (STA. 9+98.70 TO 15+00.00) 6 DOVER DRIVE SIDEWALK IMPROVEMENTS {STA. 15+00.00 TO 19+66.00) CONSTRUCTION NOTES G) REMOVE EXISTING TYPE 'A' PCC CURB AND GUTTER, ® REMOVE EXISTING AC PAVEMENT. @ REMOVE EXISTING PCC PAVEMENT. 0 REMOVt EXISTING PCC CURE ACCESS RAMP ® CONSTRUCT 4" AC / rn' AB. ® CONSTRUCT 4" THICK PCC SIDEWALK. (j) CONSTRUCT TYPE 'A' PCC CURB AND GUTTER, 8" CURB FACE. ® CONSTRUCT TYPE 'A' PCC CURB AND GUTTER, 10" CURB FACE. ® CONSTRUCT TYPE 'A' PCC CURB AND GUTTER; VARIABLE CURB FACE. @ CONSTRUCT PCC CURB ACCESS RAMP PER CNB ST0-181-L-B, CASE "H", ® MODIFY EXISTING CATCH BASIN PER DETAIL 4 ON SHEET 4. @ ADJUST TO GRADE EXISTING CABLE TV PULL BOX. @ CONSTRUCT BOARDWALK PER PLAN AND SECTION A ON SHEET 3, @ RELOCATE TRAFFIC SIGNAL CONDUIT & PULLBOX TO EQUAL DEPTH RELATIVE TO NEW FINISHED GRADE @ NOT USED @ MODIFY BOARDWALK FOR EXISTING TRAFFIC SIGNAL PULL BOX PER SECTION F ON SHEET 4. @ MODIFY BOARDWALK FOR EXISTING STORM DRAIN MANHOLE PER FRAMING PLAN ON SHEET 3 AND SECTION F ON SHEET 4. @ MODIFY BOARDWALK FOR EXISTING CONCRETE PAD PER FRAMING PLAN ON SHEET 3, @ CONSTRUCT 3' HIGH SILT FENCE AND MAINTAIN IN PLACE DURING CONSTRUCTION, @ EXCAVATE AND DISPOSE OF MATERIAL AS REQUIRED FOR BOARDWALK CONSTRUCTION. @ INSTALIL 4" TYPE H ONE WAY YELLOW RETRO REFLECTIVE MARKER PER CAL TRANS STD. PLAN NO. A20A. @ CONSTRUCT CONCRETE SWALE PER PLAN AND DETAIL 7 ON SHEET 4, @ CONSTRUCT CURB DRAIN PER APWA STD. PLAN 150-1 W/ CASE II INLET & (3) 4" C.I. PIPES DISCHARGING INTO MODIFIED CATCH BASIN PER PLAN AND DETAIL 4 ON SHEET 4, @ CONSTRUCT MAINTAIN, AND ESTABLISH WETLAND VEGETATION PLANTING INCLUDING (12) 1-GALLON RED 111LLOW TREES AND NATIVE SEED MIX AREAS AS SHOWN ON PLAN, IN ACCORDANCE WITH THE PLANTING SPECIFICATIONS, AND PER WETLAND PLANTING PLAN INCLUDED IN THE APPENDICES OF THE CONTRACT SPECIFICATIONS. @ PRUNE OVERHANGING AND INTERFERING PORTIONS OF EXISTING TREES TO ACCOMODATE CONSTRUCTION OF BOARDWALK STRUCTURE PER PLAN, & SPECIFICATIONS, AND ISA STANDARDS ADJUST EXISTING CABLE TV PULLBOX & MODIFY BOARDWALK PER SECTION F ON SHEET 4, z Cl vj w C, ;;;! z C: -------------------------------------------------------------- STRUCTURAL GENERAL NOTES 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVA llONS AND SITE CONDITIONS BEFORE STARTING WORK AND NOTIFY ENGiNEER IMMEDIATELY OF ANY DISCREPANCIES. • . . . 2. ALL OMISSIONS AND CONFLICTS BETWEEN THE· VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE, BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK. 3. RESOLVE ANY CONFLICTS ON THE DRAWiNG WITH THE ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. 4. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITIES IN THE AREA TO .BE EXCAVA.TED PRIOR TO BEGINNING EXCAVAllON. 5• ~~6u~:E!~~;~ ~Nt ~~Rt:k~~Hro1~1~~L~f~~O~¥A~g/\;~E. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, UBC & THE CBC. 6. THE; ENGINEER DOES NOT WARRANT THE ACCURACY OF SCALED DIMENSIONS. ALL DIMENSIONS SHALL BE AS DESIGNATED ON THE DRAWINGS. NO SCALING OF DRAwiNGS SHALL BE ALLOWED. REINFORCING STEEL 1. REINFORCEMENT FOR CONCRETE SHALL CONFORM. TO SECTION 201-2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTiON. 2. BAR REINFORCEMENT SHALL CONFO_RM TO ASTM A615 .AS F_DLLOWS: GRADE 40 FY=40KSI ...... N0.3 BARS & WliERE NOTED ON· PLANS GRADE 60 FY=60KSI ...... N0.4 BARS & LARGE_R 3. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING AMOUNTS OF .CONCRETE COVER: FOOTINGS (CONCRETE DEPOSITED .AGAINST EARTH)' •••••••••••••• ·3" "CONCRETE SURFACE (FORMED) EXPOSED TO EARTH OR WEATHER .............................................. ....•..........••.. ... .••• 2" COLUMN REINFORCING (INCLUDING COLUMN TIES) •••....••.••••• ,. 3" 4. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE OR GROUT. 5. UNLESS OTHERWISE NOTED IN DETAILS, FURNISH N0.3 SPACER TIES AT APPROXIMATELY 2'~6" O.C. IN ALL BEAMS AND FOOTINGS TO SECURE REINFORCING IN PLACE. FOUNDATION 1. SOIL DESIGN PRESSURE = 1500 PSF 2. BOTTOM OF FOOTINGS SHALL BE A MINIMUM OF 12" BELOW LOWEST ADJACENT GRADE & SHALL BEAR IN COMPETENT SOIL. :l CHARACTER OF SOIL: SEE "GEOTECHNICAL INVESTIGATION REPORT PROPOSED DOVER DRIVE IMPROVEMENTS BETWEEN CLIFF DRIVE AND 16TH STREET, CITY OF NEWPORT BEACH CALIFORNIA." PREPARED BY GEO-ENVIRONMENTAL INC. AND AVAILABLE FOR REVIEW AT THE PUBLIC WORKS DEPARTMENT. 4. CONSTRUCTION AT THE SITE SHALL BE IN ACCORDANCE WITH· THE RECOMMENDATIONS OF THE SOILS REPORT. • 5. BEFORE ANY CONCRETE IS PLACED, EXCAVATIONS SHALL BE CHECKED AND APPROVED BY INSPECTOR TO INSURE COMPLIANCE WITH THE REQUIREMENTS OF THE SOILS REPORT. 6. ALL FILL MATERIAL IS TO BE COMPACTED TO 90% OF MAXIMUM DENSITY. INSPECTION IS REQUIRED DURING FILL AND COMPACTION. 7. ALL EXPANSION ANCHORS ARE PHILLIPS "RED-HEAD" OR EQUAL PER ICBO REPORT NO. 1372. l!»~dl<>7!1V<>ll~dl -®oirtl'Dce Alo!i'I.\ Ca!!: TOLL FREE· 1-800 227-2600 STRUCTURAL WOOD 1 .• ALL WOOD AND TIMBER CONSTRUCTION SHALL BE IN CONFORMANCE WITH SECllON 204 ANb 30~-2 OF THE STANDARD_ SPECIFICATIONS FOR PUBLIC _WORKS CO_NSTRUCTION. 2. BOAR.DWALK DECKING SHALL BE TREX 2X8 HS24, "N" COLOR • INSTALLED PER MANUFACTURERS RECOMMENDATION,-OR APPROVED EQUAL. • 3. ALL WOOD MEMBERS OF. BOARDWALK WITH EXCEPTION OF BOARDWALK DECKING SHALL BE DOUGLAS. FIR (DF). OR LARCH GRADE _MARKED BY A RECOGNIZED GRADING AGENCY (WWP A) AND MANUFACTURED IN ACCORDANCE WITH PRODUCT STANDARD PS 20-'94. 4. WOOD GRADES FOR B.OARDWALK SHALL BE SELECT STRUCTURAL NO. 1 5. CUTTING, ·NOTCHING OR DRILLING OF BEAMS OR JOISTS TO BE PERMITTED ONLY AS. DETAILED ON PLANS OR APPROVED· BY THE ENGINEER. • 6. UNLESS OTHERWlSE SPECIFIED, ALL NAILING SHALL CONFORM TO TABLE 23-11-8-1, 1997 UBC, • 7. ALL SILLS OR· PLATES RESTING ON CONCRETE SHALL BE PRESSURE . TREATED DOUGLAS FIR. BOLTS SHALL • BE PLACED 9" FROM THE END OF A BOARD OR FROM A NOTCH AND SPACED AT INTERVALS NOTED. 8. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HA VE STANDARD CUT WASHERS •• ALL BOLT HOLES IN WOOD SHALL BE □_RILLED 1/32" DIA. LARGER THAN NORMAL BOLT DIAMETER. ' . . 9. ALL FRAMING ANCHORS, COLUMN BASES, ETC. SHALL BE AS MANUFACTURED BY ''SIMPSON COMPANY'', NO SUBSTITUTIONS PERMITTED WITHOUT .Et--lGINE.ER'S AUTHORIZATION PRIOR TO . C_ONSTRUCTION. ALL HARDWARE SHALL BE INSTALLED PER "SIMPSON COMPANY" REQUIREMENTS. i 0. ALL BOARDWALK WOOD AND TIMBER; EXCEPT 2x8 1REX DECKING, SHALL BE PRESSURE .TREATED WITH PENTACHLOROPHENOL IN • CONFORMANCE WlllH SECTION 204 Of llHE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. CAISSONS, GRADE BEAMS & STRUCTURAL SLABS 1. MINIMUM STRENGTH OF CONCRETE SHALL BE 3250 PSI AT 28 DAYS: CLASS 560-C-3250 IN CONFORMANCE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. INSPECTOR IS REQUIRED TO BE ON SITE DURING POURING OF ALL CONCRETE FOR CAISSONS AND GRADE BEAMS. 3. INSPECTOR SHALL VERIFY THE BOTTOM OF ALL CAISSON HOLES ARE FREE OF DEBRIS OR LOOSE SOI!-IMMEDIATELY PRIOR TO POURING OF CONCRETE. 4. USE N0.3 AGGREGATE (1'' MAXIMUM SIZE) AS DESIGNATED BY THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 5. INSPECTOR SHALL VERIFY EMBEDMENTS PRIOR TO POURING OF CONCRETE. 6. WATER-'--CEMENT RATIO SHALL BE .45 MAXIMUM. 7. COLD JOINTS ARE PERMITTED ONLY AS SHOWN ON PLANS. AL TERNA TE LOCATIONS REQUIRE APPROVAL OF ENGINEER. POST AND GUARD CABLE RAILING MODIFIED WillH FOUR SlRANDS OF CABLE EQUALLY SPACED PER,OCEMA STD DWG 1413 HEREON .. 5~-6n BOARDWALK TYP SECTION 1" i 0 o+----'- 0 MODIFIED (Jj ~ ~ r-') N I -;,. • POST TO BEAM '--.1..'c>-"'-'-'CONNECllON DETAIL GUARD CABLE FENCE @·E N,T.S. PETERSON·CHASE GENERAL ENGINEERING CONSTRUCTION. INC. 1792 KAISER AVENUE IRVINE, CA 92614 REINFORCED CONCRETE 1. CONCRETE SHALL CONFORM TO SECTION 201 OF· THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. 2. CEMENT SHALL CONFORM TO ASTM C-150, TYPE l_ AND/OR TYPE 11. 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3250 PSI,. (CLASS 560-C-3250) 4 .• THE MAXIMUM SLUMP SHALL NOT EXCEED 3" + /-1• FOR FOOTINGS, SLABS ON EARllH AND MASS CONCRETE, AND 4" + /-1" FOR OTHER CONCRETE. MAX WATER/CEMENT RATIO SHALL NOT EXCEED 0.50 • 5. PROJECTING CORNERS OF SLABS, BEAMS, COLUMNS, WALLS, ETC. SHALL BE FORMED WITH A 3/4" CHAMFER UNLESS NOTED OTHERWISE. 6. ALL REINFORCING STEEL, ANCHOR .BOLTS, DOWELS AND OTHER INSERTS SHALL BE. SECURED IN POSITION, AND APPROVED BY THE INSPECTOR • PRIOR TO THE POURING OF ANY CONCRETE. 7. LOCATION.OF ALL CONSTRUCTION JOINTS NOT SPECIFICALLY INDICATED ON THE DRAWINGS SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACING REINFORCING STEEL. 8. IMMEDIATELY AFTER STRIPPING FORMS, PATCH MINOR DEFECTS FORM:.. TIE HOLES. AND HONEYCOMBED AREAS BEFORE CONCRETE IS THOROUGHLY DRY. REMOVE LEDGES AND. BULGES. REPAIR GRAVEL POCKETS BY-CUTTING OUT TO SOLID SURFACE, FORM KEY,-AND • THOROUGHLY WET BEFORE PLACING PATCHING MORTAR CONSISTING OF 1 PART CEMENT TO 2 PARTS FINE SAND; COMPACT INTO PLACE AND NEATLY FINISH TO MATCH SURROUNDING SURFACE. GROUT OR FILL SURFACES TO PRODUCE LEVEL, TRUE PLANES. 9. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY SUITABLE MEANS DURING PLACEMENT AND SHALL BE THOROUGHLY WORKED AROUND REINFORCEMENT AND EMBEDDED FIXTURES AND INTO CORNERS OF FORMS. SIMPSON HARDWARE NOTES THESE NOTES ARE PROVIDED TO ENSURE PROPER. INSTALLATION OF SIMl?SON STRONG-TIE CO., INC. PRODUCTS AND MUST BE FOLLOWED· ru~ • . 1. UNLESS OTHERWISE NOTED, BOLTS AND NAILS CANNOT BE COMBINED. Bd, 10d, AND 16a SPECIFY COMM.ON NAILS .• • 2. UNLESS OTHERWISE_ NOTED, HARDWARE IS FOR USE WITH NO. 1 DOUGLAS FIR-LARCH UNDER CONTINUOUSLY DRY CONDITIONS. OTHER SPECIES OR CONDITIONS REQUIRE IMMEDIATE NOTIFICATION OF THE ENGINEER PRIOR TO INSTALLATION. 3. ALL REFERENCES TO SOL TS OR MB'S ARE FOR STRUCTURAL QUALITY THROUGH BOLTS EQUAL TO OR BETTER THAN ASTM STANDARD A307. 4. A FASTENER THAT SPLITS THE WOOD WILL NOT TAKE THE DESIGN LOAD. EVALUATE SPLITS TO DETERMINE lF THE CONNECTION WILL PERFORM AS REQUIRED. DRIER _ WOODS TEND TO SPLIT MORE EASILY A_ND SHOULD BE EVALUATED • AS REQUIRED. IF WOODS TEND TO SPLIT, PRE-BORING HOLES (PER THE NAllONAL DESIGN SPECIFICATION) MAY BE REQUIRED. 5. WOOD SHRINKS AND EXPANDS AS IT DRIES AND GAINS MOISTURE, PARTIC\JLARLY PERPENDICULAR TO ITS GRAIN. SIMPSON MANUFACTURES ITS PRODUCTS TO FIT COMMON • DRY LUMBER DIMENSIONS. . IF YOU _NEED A CONNECTOR_ DIMENSION, CONTACT FACTORY. • 6. ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON CATALOG. . INCORRECT FASTENER QUANTITY, SIZE, TYPE, MATERIAL, OF FINISH MAY CAUSE THE CONNECTION TO FAIL. 16d FASTENERS ARE COMMON NAILS (8GA. x 3 1 /2") UNLESS SPECIFIED OTHERWISE. 7. INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION. 8: ALL SIMPSON COMPONENTS SHALL BE GALVANIZED FOR EXTERIOR EXPOSURE. PROJECT DESIGN CRITERIA _CODE: 1997 UNIFORM BµILDING CODE/2001 CA BUILDING CODE 1. GRAVITY LOAD A. LIVE LOADS i. • MISC_E_LLANEOUS / PEDESTRIA.N ............ 100 PSF 8. DEAD LOADS i. BOARDWALK . . . . . . . . . . . . . . . . . . . . . . 1 O PSF 2. LATERAL LOADS A. SEISMIC I = 1.0 z = 0.4 Na = 1.12 Nv = 1.36 SOIL= So R = 2.2 8. DEFORMATION COMPATIBILITY -DESIGN AND ATTACHMENT OF ELEMENTS TO THE· PRIMARY STRUCTURAL SYSTEM SHALL BE CAPABLE_ OF ACCOMMODATING LATERAL DEFLECTION_S DUE TO SEISMIC FORCES PER UBC .SECTION 1633.2.4.2. UARD · CABLE FENCING NOTES: ' • '"I. Ground shall !:le graded before fen(;)e cons-tniction begins, Locollzed ground , depressions remoining thcit ore more than 3 Inches _<:Jeep shall De eHminatecJ by properly placing. corrpacted flll. . ' jf}:· -J~: (End/corner post 16, tG· ·•· .. g~~v~O;i_t_~ 2.~ golv. pipe _,_-=-_.,....,__,,c..-_..i_-Anchor post .{ f;-t ;L -,-==-=~---.,!°JJ 1½ • Galv. 1/,r-11x7 .Dreformd's" ::; :, / ·li( ·:. 2. Alt .metal par-ts of fences and gates shell be galvanized new moterlols, arid •• all posts shall be flti"ed wlth drive-flt cups. '• ; 3.·LightweiglYt metal inserts sholl be sheet metal tube with I.D. ¾" greater -than post O.D. Grout pqsts wi-th neot grout <:>f one part cement to two ports woter or, if approved b"i the Engineer, with sulphur. c.,L:::....::....:: 1, =-llne post go vonozea •;; ·.,: •• • :0 "' ~-tt--::;:::f=:::::jij. i¼. ,, ,.,,,1.,. p·tpo air croft-s-trand._;. ,., J '. _ 1_ "' ......... _ .... :f-......---..ilf,~~ • "" Q /,:__ _ _;11--~-tt-• ,, " ' diagonal brace ,,.. --l>I~-·¾ • Steel :.: ·?•:\ • 1 rs• 12• ~-,.,~~... ..• . -truss rod· ? '':', '; ,.,, with tlgh-tener ;, ,{' ·1 '--';.=-'-' ·, :t {i i . ' Channel wan Light welgh-r rretol Insert~ ~ . ; ii CHANNEL WALL .ELEVATION 4. The fencing on bridges, headwalls and wingwalls shall be installed in such a : . manner ti1ot there ore. no openings or ·gops which In the opinion of the Engineer could be hozordous. 5. Unless otherwise dlr-acted, construct fence with cable 0.2' insiCle R/W llne. ' At RlW roonum9nts, straddle monument with posts set ?.5' a'I/Oy from monulTI9nt. '• 6. Cobles shall be stretched ond ·fastened with 2 coble .clan-ps crt .each anchor post at 16 teat on center. Nuts aholl be .welded to clorrps or· covered wlth on epoxy putty (J.B. Weld or. equal) to prevent removal. ·'§ ~..,, 1 -~ I i. . • ! . 1: . ·• ,: !I :. 1:"'~ ;; • •~ JI, 1~!:l >!,: 11 : 7. Anchor posts shall be guyed wi"t.h ¾n steel truss rocts as shown. B. Pipe for -fence shall conform to AS.TM A-120. Golvanl;i:lng shell corrply wi-th AS TM A:-,123. Drive fit 4' G._1. cop-'" •• J• ml,._r➔:i~:j., (typ;) concrete. RIGHT OF WAY ELEVATION ORANGE CruJNT'f ENVIRONMENTAL· MANAGEMENT AGENCY • • •• Appro,ec! •• W-4 :~-A-..-===-- ~TPutYtc War.ts AdoPteo, Ro<,, 77•9? Bovlaall: """• T8·T!r. 91-l4SIJ 96-54S GUARD CABLE FENCE STD. PL 1413 SHT. f 9; Where used tor riQht·of-woy delineation end -to restrict -vehicular access, . the lower strand of cable mov be-dele-ted ot .the option of -the Engineer. , .. 10. Where used In conJwnction with bicycle tr.oils, th& fence shall !"love sufflcient reflectorized markings to be visible from a ninirrum of 300 feet. except where fencfng Is parollel "to the "troll; 141'3 ·sp~clAL PRJ)VISIONS -GUARD CABLE FENCE: ·SHT.2 OF 2 1 ~ ~i]~IB[eiiifil'.[[IB=============~1--_ 6~==-~ ----iTPPRCWALRmiiiiooo-7AP~~'iw:irn~~1woo,:;;;;:;--;;~ITTJnm~----,;;.;~~==---,---------~C~-~35~5~2~ ':;wi'! ·:.,,' W:,LANS PREPARED BY: ,..-:; APPROVAL RECOMMENDED APPROVAL RECOMMENDED APPROVAL RECOMMENDED APPROVAL RECOMMENDED _ ~Yfrl /j..., !~~~~!~~!!!: ~:i[f~~ DOVER DRIVE STREET IMPROVEMENT PROJECT I l Vl PRINCIPAL CIVIL ENGINEER. STRUCTURAL NOTES ' CONSULTJN 17801 CARJ'MIIGHT ROAD (949) 474~14-00 TEI. No. 63132 i;; _. 1 · . c IR\INE, CA 92614 (949) 261-8482 FAX Exp. 0S/30/0S GENERAL SERVICES DIRECTOR . UTILITIES DIRECTOR TRANSP & DEV SERVICES MANAGER • R.C.E. NO. 43oo3 ~ j : UNDE -~HE s,u_P..ERVISIO_.-~F: / 5-/{,-08 RC.E. NO. 45521 -D~A1E2~==jr,;;;:;;;;;;===jf---------------,------_j <fl' _ _ _-..__.., _ CJV\L • DA1E ________ DATE --~-----IDATE ________ DESIGNED • DRAWN 'l! • w C{>.L\\ ~=-=DJ:.:.iH _ ___,J""WW"'D""JH"-1 CITY OF NEWPORT BEACH R-5858-S gJ ; · DANIEL . , AY R.C.E. 63132 DATE CHECKED· DA1E "' • ,_ ________ .1._ ___________________ ~-------------+--'---+-=--v---1p.,1-----------......L:.:...::.=£.:..:::..::..:➔:_..:..::.:=.....::.:.:..::::_ ___ _.::.:..:..:.:::__J_-,-_____ 1.._ _______ __J_ ___ ~ ___ _.:..l_ _______ _l==:..._~DJ~H[·::::___ii5~1~5 ~08!!_]_~P~U~BL~IC~W~O~R~K~S~D~E~P~A~RT~M~E~N~T~Ls~H~EIT~2g_~oF~6LJ~; 1WO WORKING: DAYS BEFORE YOU DIG CONTROL LINE 3'-9" (2) STAINLESS STI. 110 SCREWS BEYOND W / 2• EMBDMNT INTO EA 2X BLOCKS. TYP !REX 2 ,( 8 ----7 HS24 DECKING \ CONSTRUCTION NOTES INSTALL TREX 2 X 4 HS24 DECKING KICK BOARD. STAINLESS STEEL #10 SCREW W/2" EMBEDMENT INTO 2X DECKING. SPACING SHALL BE 12" O.C. CITY OF NEWPORT BEACH PU8LtC W(}Af<S DEPARTMENT DRAWN SJ l APPROVED 9" DOVER DRIVE BOARDWALK KICKBOARD INSTALLATION DRAWING NO. EXHIBIT A C-3652 B END FTG B CONTROL SECTION CONTROL - ~X~\l LINE I I I NEW S/W a, [L X ... "' ~ 2x8 D CKING, 6 x B DROP ED 0:: 0 u+-~---- 0:: w > 0 0 1 I I I I I I I I I I I a, ti ~: «"' LINE I CJ r~\l z "' "' ~ ,!). ~;i~ g\ CJ .. v.! ~ • ~ z c3 "' ID __L__, al BEGIN / END BOA l: "' iiix ~ ... , a>o x< ... STA. 14+28.00 & STA. 19+25.00 &_ X <( ::,; b I "' - 0:: 15! 0 0 BOARDWALK AT CONTROL LINE I NEW S/W BACK FACE OF CURB liQIE; ADJUST BEAM AND FINISHED SURFACE Of DECKING TO MATCH SURFACE Of EXISTING CONCRETE STRUCTURE (TYP, 2 PLACES) EXIST. CONCRETE STRUCTURE PLAN STA. 18+02.00 TO STA. 18+12.00 REMOVABLE >-"3'---l-_,,- PANEL 4 (CENTERED ON MH OR PULLBOX BELOW TYP.) CONTROL LINE I I I I 4--1- BACK FACE OF CURB 2x8 DECKG, TYP CONTROL LINE I -----~ REMOVABLE PANEL PLAN BACK FACE OF CURB STA. 14+43.92, STA. 14+60.79, STA. 16+06.62, & STA. 16+44.33 END FTG SECTION 5'-0" CONTROL LINE 6" 6" 3'-9" TREX 2 x 8 HS24 DECKING (2) f4, CONT, AS SHOWN tl.Qif;_ EXIST. TRAFFIC SIGNAL CONDUIT NOT SHOWN FOR CLARITY. SEE CONSTRUCTION NOTE 14. #4 1118• W/ SID HK TOP 18" \ OR APPRO\IED EQUAL \ SIMPSON A34 AS SHOWN (2 TOTAL) \ llillE;_ BOARDWALK SECTION W/ CAISSONS O 8 fT O.C. SHOWN. #3 TIES (!!) 6" O.C. 4 1/6 VERT. AT SIMILAR CONDlllON W/ CAISSONS 1112 FT O.C. PROVIDE AOD'L JOISTS & f ASTENEflS PER PLAN 4 X B JOIST, TYP (2)#4 CONT AS SHOWN Ji" EXP JT FIULER MAfL TYP CAISSON Cf. 9• CLR TYP -----'~ (2) STAINLESS STL #10 SCREWS W/ 2• EMBDMNT INTO EA 2X BLOCKS, TYP POST AND CABLE RAILING l\rTH FOUR STRANDS Of CABLE PER OCEMA STO DWG 1413 ON SHEET 2. •---(2) STAINLESS STL #10 SCREWS W/ 2• EMBEDMENT INTO 4x 3 PLACES (£ TOTAL) SIMPSON LSTA9 POST AND CABLE I ~-+--=--J RAILING CONNECTION DETAIL tiQIE;_ •PROVIDE AOD'L 5' -o• CAISSON EMBEDMENT @ , STA. 14+81 ADJACENT °j' TO ERODED SLOPE & in SD HEADWALL .,.._.,,,..__,__,,.___.,....,,,;_.,.._,,__,-, 14" DIA. CONC. COL IBlOARIDWAiLK CONTROL LINE 6" 6" 3'-9" __ T,,____,V:.....=...l?--=....::IC=--=-A--==~=--=--.s. -=.:S!E=-C=--T'-"-iO~N--0 .-... STA. 14+36 TO STA. 14+59 STA. 14+74 T~ CAISSON ~ BEYOND 9" 1" TYP STA. 18+13 T~ & ,.. "' 0 ,1 I l W' ~ I I Xy,'-/'~0( ~ 1> I I /~'.,,( ">;::;' <,"0 LJ >0--:;,,;' £~'.,,( A/>, [', I> MODIFIED CABLE RAIL END POST BEYOND PER OCEMA 1413 (TYP EA END) 2X BLOCKING BETWEEN JOISTS W/ (2 TOT) A34, TO SILL, TYP S/W PER PLAN --Ji" JOINT FILLER MATERIAL TREX 2 x 8 HS24 DECKING OR APPRO\IED EQUAL ½." GAP TYP ,1 ,1 • <f'.l I l<J I I I I LJ #4, CONT #4@ 18" o.c. W/ HOOK BTM • CLR n-g ,1 (2) #4, CONT,. _-4":..--- T & B, TYP- ,1 ,1 4 12" JOIST PER PLAN SIMPSON .A34 2 EA, TYP z ::, io 2x6 PTDF Sill PLATE TYP W/ 'if," DIA. X 10" AB @ 48" O.C. W/ 7" MIN EMBEDMENT tlQIE;_ SS #10 SCREWS NOT SHOWN FOR CLARITY 5'-0" MIN TO DAYLIGHT ~~:=--~U=--T.::...::..M::..=IE'-"---N_T_S_E_C_T_IO_N_® .,,,.-- / CONTROL LINE EXIST. CURB I~ &GUTTER~ n ------ 1--.---.--i,'- 4 ----- NEW CONT FOOTING _.iv- & REINF. PER TYPICAL SECTION tl.Qif;_ EXIST. TRAFFIC SIGNAL CONDUIT NOT SHOWN FOR CLARITY. SEE CONSTRUCTION NOTE 14. (4) #4 x 12" LONG EPOXY COATED DOWELS AS SHOWN & CENTERED ON JOINT. DRILL 1" DIA. X 6" DEEP HOLE & USE NON,-SHRINK GROUT, TYP (E) CONC. SD JXN ---< STRUCTURE BEYOND. SEE PLAN FOR LOCATION I .j lfilif;_ DECK FRAMING NOT SHOWN FOR CLARITY ~9?~.sNT~IN~UO~US~FT~G ~TO~E~X~IST~IN~G _=.:CO=-=Nc::..:_CR.:=ET=-=-E--=-ST::_:_::RU=-=C-"--'TU~RE~G) SADDLE MADE UP OF 6" XS ½" xJi• lliK STL TOP PLATE W/ 2EA ~• xs¼• x¼• lliK STL FLANGES AS SHOWN. GALV AFTER FABRICATION "--~--< 2 PLACES ¼ 5" SIMPSON PC46, TYP DECK BEAM PER PLAN, TYP • 0 0 • II II T SIMPSON PC46 TYP TREX 2 x 6 HS24 DECKING OR APPRO\IED EQUAL FRAMING PLAN FOUNDATION PLAIN II II II II II II II II II II II II II II It I It II II II II It SIMPSON GLBT512, W=5.5", TYP TO II ·,1 II II <I II SCALE: ¼" = 1'-0" SCALE: Y, = 1 '-0" tl.Qif;_ All LUMBER SHALL BE PRESSURE TREATED OR OTHER'MSE AS REQ'D FOR WEATHER RESISTANCE. FOOT TRAFFIC ONLY. NO VEHICLES PERMITTED. BOARDW AiLK FRAMING AND FOUNDATION PLANS QJD1ui10,gr""~cll ~on!oo .!\I••~ Coll: TOLL FREE 1-aoo 2a1-2000 lWO WORKING DAYS BEFORE YOU D!G SCALE: ¼" = 1'-0" PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC. 1792 KAISER AVENUE IRVINE, CA 92614 STAINLESS STEEL NUT ANO WASHER (4 REQ'D) '----~--<' 2 PLACES ¼ 3" SIMPSON GLBT512. W=S.5", & (2) ¾"~ BOLTS, TYP COL W/ 1½." NON- SHRINK GROUT <J ,1 II II LI 4 LI ' ' <I ,1 <I ----CONC. CAISSON PER PLAN, TYP tl.Qif;_ STAINLESS STL #10 SCREWS, DECKING ,TO DECK JOIST, NOT SHOWN FOR CLARITY AL TERNA TE· HAND RAIL H, D RAIL ASaBU~lu =-=CN_r0_,,_,_,s_N"-=NE=-=-CT.:_:_::10:..::....:..N-=cDE--"-T'--'=All-----,@ CONNECTION DETAIL [E DfECK TO CA~SSON DETAIL @2 (;/1-Lr, D9 r-1 ~ AL,S O)s. ftR_ 6k~ 2 N.T.s. • • • • I C-3652 ~ --~-cc=c--,---~'!__-=_;,~;,::,_.:__~---,;:;;~;;c--;;;;:;;::;:;,;;;:;:;--;;-;;;--------------'-,----::::-::::~~=::::-::,.-,-___!~APl'llOVAL~~iMENDED--TAiPPROV1iiZciJMl;~)ED--1''PPRDliAL°REC:oM~OO)-A:;ipj~~AML1i~~NNDD!E]JD---7~::::::--::::~:J1:::;.:-:~:~T~l ~£ ~ REVISION PLANS PREPARED BY: / APPROVAL RECOMMENDED APPROVAL RECOMMENDED APPROVAL RECOMMENDED DOVER DRIVE STREET IMPROVEMENT PROJEC _ NO. DA TE " a. & 9;08 • FTG DIMENSION, END BRDWLK, & PILE EMBED-~TA~ VA Consulting, Inc. ',(~~ J. 11,,E STRUCTURAL DETAILS· ~ MENT REVlSION ~ 17801 CARi:;::o•PIANNERS•s:::;4-1400 m ~o. 63132 GENERAL SERVICES DIRECTOR ACTING UTILITIES DIRECTOR TRANSP & DEV SERVICES MANAGER RI ~=~~ER AND TYPICAL SECTIONS i CONSULTING IR'i1NE, CA 92614 (949) 261-8482 FAX xp. 06/30/1 • R.C.E. NO. 45521 ~D::A:_:TE'.:_::=:::::=-~=-==~==.J-_: _____ -,------,------,-;:::;;--;:::-::-=--;:;;-;:;--j ~ PERVI N OF : CJVI\. DATE------DATE-------DATE ______ ll-.:D-ES_IG~NE_□ ___::.DJH:c.!J.c.D-c=RA=-WN_J:..::WW=J=H CITY OF NEWPORT BEACH R-5858-S CJ s=-1 f,-D'?. CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 3 OF 6 . i DATE DJH 5 15 08 o R.C.E. 63132 r D!A. STAINl.£ss ·STL LAG BOLT HOl:O·'. DOWN a:i COUNTERSUNK W/ 2" M!N J EMBEDMENT (4 -TOTAL) 0 I -;..,I ! ! I ¾" DIA. STAINLESS SlL LAG BOLT HOLD DOWN W/ 2" MIN EMBEDMENT ( 4 TOTAL) @)EXCAVATE AS REQ"D REMOVABLE ACCESS PANEL OVER EXISllNG MANHOLE STRUCTIJRE OR lRAFFIC SIGNAL PULL BOX. FOR ADD'L INFORMAllON SEE EB 3'-0" SQ. MAX DECK JOIST & 2x DECKING· PER PLAN BOARDWALK SECTION ~~c...:...;___,R~E=M=-0=--c_V"-'A=B=LE=---=-P---'--A-=-N-=E_L------i® 3'-0" MAX CLR ' ,g,"";;f? ~ "-""S""'<f' li CANTILEVER ej: "<J-e};"j,:-" ! r DECKING AS ~. 4X8 "-" REQ'O, TYP = ' ~MP HF24N i lil', EA END 2 SIMP A34 I DP, EA !:NO CONSTRUCTION NOTES CD REMOVE EXISTING TYPE 'A' PCC CURB 0 REMOVE EXISTING AC PAVEMENT. 0 REMOVE EXISTING PCC PAVEMENT. ® CONSTRUCT 4" AC / 1 O" AB. 0 CONSTRUCT 4" THICK PCC SIDEWALK 0 CONSTRUCT TYPE 'A' PCC CURB ANC 0 CONSTRUCT TYPE ';,.' PCC CURB AND ANO GUTTER GUTTER. 3" CURB .:-ACE. 1 ct ,:-:uRB ~ ACE REMOVABLE PANEL PLAN 0 @ cXC,sVATE .>ND DISPOSE OF MATERIAL A" RE01dREc 00, 80A'l0WA1.K CONSTRUCTION @ CONSTRUCT CONCRETE SWALE PER PLAN ANO DETAIL 7 ON SHEET 4. N.T.S. 2· 5 7 CONlROL LINE TC ELEV PER PROFILE VARIES (10'-15') SEE PLAN FOR LOCAllON 10 2% EXIST. 12" AC PVMT\ ~~ ~EXIST. C&G UNCLASSIFIED FILL EXIST. 12" AC PVMT \ \ INSTALL VARIABLE THICKNESS AB UNDER C&G STA. 9+98.70 TO STA. 10+21.26 NTS 5.0' BIKE LANE, TYP 2 INSTALL VARIABLE THICKNESS AB UNDER C&G 2' CONTROL LIN~AR (4.5' MIN 7.38' MAX) UNCLASSIFIED FILL STA. 11+10.70 TO STA. 13+82.87 CONTROL LINE NTS 5' -6" -/ '7 -- '-EXIST. C&G (PROTECT IN PLACE) ST/" .. 19+33.00 TO STA. 19+54.00 NTS 3 2' 5 INSTALL VARIABLE THICKNESS AB UNDER C&G 2· 9 CONlROL LINE 4.5' TC ELEV PER PROFILE 22 1 ~EXIST. C&G UNCLASSIFIED FILL STA. 10+21.26 TO STA. 1·1+10.70 NTS CONTROL EXIST GRADE)_ 2' 2· LINE VARIES (5' TO 5'-6") \\ I 5 ~-, ! ~ER :ROFI~ 7-'--c \ -<tfti0'. l , ,,-,,, , ;;_;.;1/x,-->._-c..--;, y·: .. 7,;;;1/·;.\/)'-'-/-/>.tf, ·/, ••, ,// // /, /•, ,/ c/ PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, l''C. 1792 KAISER AVENUE IRVINE, CA 92614 ffe\SaBU!lT b~7> ✓ ~EXIST. 12" AC PVMT \ INSTALL VARIABLE THICKNESS AB UNDER C&G \ EXIST. C&G • UNCLASSIFIED FILL ····--STA."13+82.87 TO STA. 14+ 28.00 NTS CONTROL LINE VARIES (O' TO 5') ~EXIST. C&G (PROTECT IN PLACE) STA. 19+54.00 NTS :J EXIST. BLOCK WALL \i ___ J_ (PROTECT IN PLACE) ! ! 19+59 TO 19+66 L ; i---' _____ • _ ___! TO 19+56.00 (CENTERED ON MH OR PULLBOX BELOW TYP.) SIDEWALK TYPICAL SECTIONS 318" DIA, STAINLESS STEEL BOLT, -,----..._ 1" LONG (4 TOTAL) f DIA. x 5" STAINLESS STL NELSON SlUD ANCHOR BEYOND INTO HAUNCH & PILLAR (2 TOT) ¾" DIA. STAINLESS STL . BOLT & INSERTS W/ EDGE, • END & EMBEDMENT SHOWN ( 4 TOTAL) REMOVE EXIST. C&G AND LOCAL DEPRESSION IN SHADED AREA. REMOVE EXIST. i:7 LOCAL DEPRESSION c-cFcc.ore_rc~. -1:::::::=dc;!; IN SHADED AREA. J_~~-+--P ll$ijt1 Qi?!'gl!?@L!Hiildl ®@[?'vae(i) &l@vil Col!; TOLL FREE 1-800. 227-2600 E.O.P. NOTE: ' -_,_f-/ lWO WORKING OAYS BEFORE YOU DtG EXIST GRATING BELOW NOT SHOWN FOR CLARITY. SEE SECTION B. a ---------- G" I I' . I -----------~:0 ~ (5 , .. '/:A\1 (3) 4" IA.- C.I. PIPES / ' •• r-orA.'STAINLESS STL MACHINE BOLTS, TYP 6" (2 EA PLA1E TO wr, 4 TOT) _,_ I ISOF_L:_,,."---1 CONG. I :l1 I +ii+-/- _i _ ' LIGN AND DRILL 1/," HOLE FOR OUNTING BOLTS ON SITE. . I -----+ ,V ( ' ,_-.=, -..,·,~ ' , __ . ------------- #4 DOWELS X 1 o" @ 18" O.C. DRILL 1" DIA. X 4" INTO EXIST. & USE NON-SHRINK GROUT • ~ ;"--------'"-;...' _o,.\-~:--,"'---!! :E~~~ G~~E~~N~~~~K -'(1a·---IL--1-~l-----~IJ • -l Mi GROUT (2 MIN PER SIDE) REMOVE EXIST. CONC, LROUGHEN JT TO MIN r,; EXIST STL GRA1E, EMBEDDED CURB IN SHADED AREAS AMPLITUDE, TYP FRAME, & CATCH BASIN (TYP, 3 LOCATIONS) • P_RQTECT IN PLACE 6X6-W5.5XW5.5 WELDED WIRE FABRIC CEN1ERED IN SLAB -~ 2'-0" INLET STR. SECTION B W (4'-3" MAX) NEW GUTTER~ & AC PAV'G f ORTHOGONAL SECTION 7 C&G t x 4'-6" x 4'-3" A36 f2_ W/ SLIP RESISTANT & GALVANIZED FTNISH, TYP I ✓1~~~1 TYP X, ~ALVANIZED MT 2.5x9.45 t!.QIE,, MT 2.5x9.45 TO FIT BETWEEN INSIDE FACE OF PERPENDICULAR WALLS & INTERIOR FRAME SUPPORT W/ Y:," GAP EA SIDE "MT" REINF. @ INTERIOR -MODIFIED GALVANIZED MT 3X1~-.... . -. ' ,f . • . -·p,." .. "' 17_ - CATCH BASIN ,,.....--;--f DIA. STAINLESS STl. // • MACHINE SOL TS, TYP / (2 EA PLATE TO WT, t,. TOT) -s"''--co-oc--bfic:;,-, ,::5[ 1 EA ENO, OPP SIDES. 1;tt END DISTANCE 11 GALVANIZED WT 3x10 ~ f DIA. x 5" STAINLESS SiL NELSON STUD ANCHOR BEYOND INTO HAUNCH & CURB (2 TOT) CATCH BASIN INTERIOR FRAME DETAIL N.T.S. CONC. SWALE '" VAR -~ : ~~~11 ~~ . ·~~·i~1~,;,:c,-::,;.. ~-----+ '"'\' 'f · "'1~ c---,-,-;~ ~ 1 -·, ~ I ~~:lr~;:"~1 , 9 ROUGHEN JT TO MIN I-7R.~¾~~'?!J.--I ¼" AMPLITUDE, TY? ' \ ' \ RTHOGONALI ECTlON , STL PLATE REINF. DETAIL #4 DOWELS X ;o" @ 18" 0.C. __; SEE SIDEWALK_\ DRILL 1" OJA. X ~" INTO EXIST. TYP SECTIONS CURB & USE NON-SHRINK HEREON NOTE: #4 DOWELS FOR NEW GUTTER TO EXIST. LOCAL DEPRESSION NOT SHOWN FOR CLARITY. SECTION A PLANS PREPARED BY: \\ !J; VA Consulting, Inc. Vb')> ENGINEERS. PLA.'<NERS • sumEYORS p~ 17801 CARJWRIGHT RDAD (949) 474-1400 1£L CONSULTING IRVINE, CA 92614 (949) 261-8482 FAX U~E{YFtO~: DANIEL . HAYE !J' R.C.E. 63132 DA1E N.T.S. APPROVAL RECOMMENDED APPROVAL RECOMMENDED ~ • li4%:~ Cl) I]) ;;?., 8 No. 63132 m GENERAL SERVICES DIRECTOR ACTING UTILITIES DIRECTOR * Exp. 06/30/0B 'k ~/,? CIV\\.. ef'r' DATE DATE OF CA\..I'< APPROVAL RECOMMENDED lRANSP & DEV SERVICES MANAGER R.C.E. ND. 45521 DA1E GROUT CURB SWALE DETAIL 0 APPROVAL RECOMMENDED PRINCIPAL CIVIL ENGINEER R.C.E. NO. 43003 DA1E DESIGNED DRAWN DJH JWW/DJH CHECKED DATE DJH 5 15 OB N.T.S. C-3652 DOVER DRIVE STREET IMPROVEMENT PROJECT STRUCTURAL DETAILS AND TYPICAL SECTIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5858-S SHEET 4 OF 6 ,( z C> m w " ~ <( (./') z C: m ~ ... z -c w :a ~ w > 0 "' a. " ... w w "' ... 00 g;' " " "' g;' 0 0 4'-,;~ 1· ~4>HOl£ ,i F1'i2'.J;~s s,fo,..r(r,~) 's..9 I -• •-7'.,, ,' I ,, ~tl\- I ·xr ~ I I ;--------------, =.------ [ _____________ .J ;-----------; Lil 1-ead:, 'SEGT\aJ A·A ~ -ISi FLAT£ if/ 7 ~ .,/'" c~tlf I A·r ~ I ,-- - ------ - -- - -, ~-~~~---=-~-=-=-~-=-4---'--l-ds---# [ _____________ .J I 1 _:. I ~ ,L if ·s·, LlM:12 RA'IE2. I-~ Fl.ATE: ~IL~ II II II II II Iii II 11 I II II _11_. II 11 -i'°' 11 - I I \. . 1W? 2. c:p x. 1S S S I J~ ... S.,.;,c_: WB p-. I ◄ ... .J (~ c--, ~ I , ' 8'\<l~ .,,s·} -s-b... •!. . I _5&1z~~~1z .... ' . ., ·o L _j ·+ A I I A . '•'\ "~ 8~lo-... ' l ' .... 2· ,'---. I '--. -! I ,..1 I """'\~ I I I J,"\ I I 1 I -<• I '..., -l \r,IO ~ ~ ·~ ~c\> ttt:U.S w/ i3~ tS-~. rJU- 11\W. Wtl.oet, TO &m"Qv. OF A2l\m e. ' -;i'- z- '----, ULMER INDUSTRIES JNC P.O. Box 2299 1 • Glendoos, CA 91741 (9()9) 823-7ll J FAX (909) 823-1992 ~';0.-l~~ 2. z 5 -2 C,0? PQo(2) ""l Ill X ... .. ,. 0 3 '"'6 1.0 CS) 1.0 co N w '"'6 1.0 1.0 N cs: -N I N w I CS) 1.0 '"'6 '"'6 N 1.0 Ill .,, (Q N f DIA. STAINLESS STL LAG BOLT HOLD DOWN COUNTERSUNK W/ 2" MIN $ EMBEDMENT ( 4 TOTAL) ROUGHEN (E) CONC. STR TOP SURFACE PRIOR TO PLACING LEVE'L PAD. BOARIDWALK SECTION ..:.......::~:....:_;'---'-R-=-=E:::;.:_;Mc..c...cOc...._V_A_B_L_E_P_A_N_E_l_® 3'-0" MAX CLR = CANTILEVER DECKING AS REQ'D, TYP ·SIMP HF24/l TTP, EA END 2 SIMP A34 TTP, EA END NOTCH DECKING FOR HAND HOLD, TYP CONSTRUCTION NOTES 0 REMOVE EXISTING TYPE 'A' PCC CURB AND GUTTER. @ REMOVE EXISTING AC PAVEMENT. G) REMOVE EXISTING PCC PAVEMENT. ® CONSTRUCT 4". AC / 1 O" AB. © CONSTRUCT 4" THICK PCC SIDEWALK. (j) CONSTRUCT TYPE 'A' PCC CURB AND GUTTER, 8" CURB FACE. © CONSTRUCT TYPE 'A' PCC CURB AND GUTTER, 10" CURB FACE. 0 CONSTRUCT TYPE 'A' PCC CURB AND GUTTER, VARIABLE CURB FACE. @ CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-B, CASE "H". REMOVABLE PANEL PLAN ® @ EXCAVATE AND DISPOSE OF MATERIAL AS REQUIRED FOR BOARDWALK CONSTRUCTION. @ CONSTRUCT CONCRETE SWALE PER PLAN AND DETAIL 7 ON SHEET 4. N.T.S. 2· 2' CONTROL LINE VARIES (10'-15') EXIST. 12" AC PVMT \ ·~ 7 TC aEv PER PROFILE ... -.J.a. EXIST. 12" AC PVMT INSTALL VARIABLE THICKNESS AB UNDER C&G EXIST. C&G UNCLASSIFIED Fill STA. 9+98.70 TO STA. 10+21.26 NTS 5.0' BIKE LANE, TYP 2' 5 INSTALL VARIABLE THICKNESS· AB UNDER C&G 2' CONTROL LIN~AR ( 4,5' MIN 7.38' MAX) UNClASSIFIED FILL , , I 22 • • ,:' <1 __J ---'(EXIST. C&G (PROTECT IN PLACE) STA, 11+10.70 TO STA. 13+82.87 CONTROL LINE NTS 6' NTS EXIST. 12" AC PVMT \ .~ INSTALL VARIABLE THICKNESS AB UNDER C&G 2 EXIST. C&G UNCLASSIFIED FILL STA. 10+21.26 TO STA. 11+10.70 NTS 2' 2· CONTROL LINE EXIST. GRADE VARIES (5' TO 8') TC ELEV PER PROFILE EXIST. 12" AC PVMT \ W_W EXIST. C&G INSTALL VARIABLE UNCLASSIFIED FILL 1HICKNESS AB UNDER C&G .STA. 13+82.87 TO STA. 14+28.00 NTS CONTROL LINE VARIES (O' TO 5') 5' 1-7 EXIST. BLOCK WALL \l_i (PROTECT IN PLACE) I I 19+59 TO 19+66 1-J i • ~EXIST. TC ELEV ®\ H EXIST. 12 AC PVMT \ PER PROFILE I ! 2% Ji O lZ--'7'~~~"8:-,~~~;([ = ~ ...,, ,-0 0 o ~ O -:: ..i = l_l 77707:1:,---_, __ _J I l I ' / / //1/ // /); ,, ' ,cl ., ' .cl ! - -. .) --~ -, / •. . .• /'--,, --.. ,. ~,. 19+59 TO 19+66(;\/ / / / ' ' ' \. -----,v .~ / -, , ,_ \...EXIST. C&G (PROTECT IN PLACE) STA. 19+54.00 TO 19+66.00 (CENTERED ON MH OR PULLBOX BELOW TYP.) NEW C&G 6" 2%" g• -6" L (5' -0" MAX) NEW C&G W (4'-3" MAX) NEW GUTTER SIDEWALK TY~!~~L SECTIONS @ NTS :Ji," DIA. STAINLESS STL BOLT & INSERTS W/ EDGE, END & EMBEDMENT SHOWN (4 TOTAL) ;f DIA. x 5" STAINLESS STL---. NELSON STUD ANCHOR BEYOND INTO HAUNCH & PILLAR (2 TOT) ¾" DIA. STAINLESS STL BOLT & INSERTS W/ EDGE, • END & EMBEDMENT SHOWN (4 TOTAL) E.O.P. CURB FACE OPENING :, 1//. 6" ' ( 3) 4" DIA. C.I. PIPES ij" DIA. STAINLESS STL MACHINE BOLTS, TYP 6" TYP (2 EA PLATE TO WT, 4 TOT) ISOF~-r--1 CONC. ,, CURB FACE OPENING ,, :.:, RTHOGONAL ECTION .o.c. a:: w w,_ l=o ::,z c,w ;;:;w w(/) z 0 <( CJ NEW C&G 9'-6" PROTECT IN PLACE EXIST. LOCAL DEPRESSION NEW C&G 3=> W<( z 0.. Q;n,clo•siroi,n,c] . ~01rvDc:o Alo1dt Coll: TOLL FREE 1-300 227-2800 CA TOH IBAS~N MOD~FICAT~ON IDETA~l 4 CURB DRAIN PER APWA STD PLAN 150-1 W/ CASE II INLET MODIFIED W/ 4" CURB ONE SIDE TO MATCH SLOPE & (3) VAR ~1 4" DIA. C.I, PiPES INTO _,,,A::::::::f.;-';!:::=:,=J~ . MODIFIED CATGH BASIN. #4 DOWELS X 10" @ 18" O.C, DRILL 1~ DIA. X 4" INTO EXIST. & USE NON-SHRINK GROUT REMOVE EXIST. CONG. CURB IN SHADED AREAS (TYP, 3 LOCATIONS) ROUGHEN JT TO MIN ¼" AMPLITUDE, TYP SECTION B #4 @ 18" DOWELS LENGTH AS REQ'D USE NON-SHRINK , GROUT (2 MIN PER SIDE) EXIST STL GRATE, EMBEDDED FRAME, & CATCH BASIN _-. PROTECT IN PLACE ~~-MOD I fl ~:0 w_ /41YbG)---)E}) VNAl L, 4" 6X6-W5.5XW5.5 , WELDED wiRE FABRIC " CENTERED IN SLAB -- ROUGHEN JT TO MIN ¼" AMPLITUDE, TYP INLET STR. IF OPT CJ USED THEN -- #4 DOWELS X 10" @ 18" 0.C. CENTERED ON JOINT IF USED NOTE: #4 DOWELS FOR NEW. GUTTER TO EXIST. LOCAL D~R~g~NOTS~·~--- FOR CLARl'f'r-v PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION I 6" 6" W (4'-3" MAX) NEW GUTTER & AC PAVG I f ORTHOGONAL SECTION CATCH BASIN 7 6" r,c--, STL PLATE I TYP LIP DETAIL REMOVE EXIST. CONC. CURB IN SHADED AREAS (Tl'P, 3 LOCATIONS) SECTION A FLOW LINE C&G SEE PLAN #4 @ 18" DOWELS LENGTH AS REQ'D USE NON-SHRINK GROUT (2 MIN PER SIDE) EXIST. DEPRESSION PROTECT IN PLACE AND DOWEL IN AS SHOWN ENGINEERS •PLANNERS• SURVEYORS 1792 KAISER AVENUE ' 1 ''..., • IRVJNE, CA 926!4 .:Jl; 17801 CAA11\RIGHT ROAD CON ULTING IR11NE, CA 92614 (949) 474-1400 TEL (949) 261-8482 FAX TYP')v,v--€f • GALVANI.ZED MT 2.5x9.45 tlQIE;_ MT 2.5x9.45 TO FIT BETWEEN INSIDE FACE OF PERPENDICULAR WALLS & INTERIOR FRAME SUPPORT W/ )(," GAP EA SIDE "MT" REINF. @ INTERIOR ¾" X 4'-6" X 4' -3" A36 it W/ SUP RESISTANT & GALVANIZED flNISH, TYP fr,r.-TT,"'TYP TYP•>,,.,,.-e • liQ]];;_ 2x2 ANGLE TO AT BETWEEN INSIDE FACE OF PERPENDICULAR WALLS W/ Ji," GAP EA SIDE "L" REINF. @ LIP CATCH BAS~N GALVANIZED L 2 x 2 x r.· STL PLATE REDNF. DETA~L ® N.T.S. 1" MIN f DIA. STAINLESS STL MACHINE BOLTS, TYP (2 EA PLATE TO WT, 4 TOT) 1 EA END, OPP SIDES, 1t END DISTANCE 11 GALVANIZED WT 3x10 g______ !{ DIA. x 5" STAINLESS STL NELSON STUD ANCHOR BEYOND INTO HAUNCH & CURB (2 TOT) CATCH BAS~N INTERIOR FRAME DETAIL N.T.S. 2'-0" CONC. SWALE 6X6-W5.5XW5.5 WELDED WIRE FABRIC CENTERED IN SLAB ROUGHEN JT TO MIN ¼" AMPLITUDE, TYP 1/4 DOWELS X 10" @ 18" O.C. DRILL 1" DIA. X 4" INTO EXIST. CURB & USE NON-SHRINK GROUT SEE SIDEWALK TYP SECTIONS HEREON ® CURB SWALE DETAIL N.T.S. 0 52 I ' ' ' • z: " .. -, t'J '; o, .J ' -< ' z• ti: : I I .. I I i I I I i I I I I ! I o;u ""1 >- ---- V 9' ~ .,; r-- .'-- ---------- u ... "' N ---- ---- v v ---- v v- v V (') §lu >- 0 ,c: ::iii g N ,- ;... "' + ~ -"' c--". ---- V I j. ----- V I -? / I ------· ..... ,· f-1 I -------v I C> -- ---0 w -v i-----c---0 en ----C> ---- --------' ' I g\ c_.r-l!) ---- u -;:; • ---- V -E1$'1il --I . ------ -- .. \ ::,_;-v z i--~ "' u I _____ ,-' Ll,I I -v- b--l-+-+-+-+-+-+--+1---!J§.--~.~;.~"fl-+++-+-+-+--J,,-...ftl~~51-t-t-t---,-,...Jlr~~:;-"rv---::!:-ef---t----t---t---f'~-T~t)f.• _p$Et, rlr< .... t-t-t--t-t-t-t-t-t-t-t-t-t--~-t-i--J--j7rr1111111t-t-~:tT11111111-t1111--J11'j~r1111111t-t-t-11111111-t-t-t-t-t1--J--J7r--r111111t-t-t-t-t-t-t--t-t-t-t-t-t-t-J ;2 \ -w ---------- ----- -v ----co f-+-~2ls--l---l--l---l--tl-J~4'-+! +*1 sll"-'>++++-l---irtbr"""1+::q..._>.--": ++-HH--++++-+-H-t++-t-+-H-+-++-t-+-H-t-+-t-+t\-\t-++-+-HH:::i-4-,..----t-+-t-H~~-t-+-t-H-t-:;;-h,!JF"t"'t-H-t--t--t--t-t-HH-t--J--t-t-t-H--t--t--t--t-t-H-t--t--t-+-+-H-t-+~-;+-+-HH--t-t--t-+-t-H-t+-t-+-+-H-t++--, ad I t: ~~ _,,,, --I \ _..,,-- i-----0 j. • Q ,:,-- / / / / "' ;!:; •. "' ------------ '\ ~t R1 ,P ~ ~@ !-o ~~-::+-v-l----l--t--l--1--1-1--1:---l--+-+-+-+++++++-+-+-+-HH--+-l--+-t-+++++++--l--l-t-t--H-\-\l--hsstb--t-t-t--HH-t--::l:=--i'==-t-t-+-tBi'iitfii: i ,P 0 ~ _v y i ci I I 10+00 /i r I I i ;: . .1 / i --------' 1· ------· : ---~-- _ _;_..,,------· ,-0:: I.L I.L r \ 11+00 12+00 , .':f:i V 13+00 - ----- )l E1 liC 14+00 PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION INC 1792 KAISER AVENUE ' • IRVINE, CA 92614 GRAPHIC SCALE 0 10 20 40 60 I ------SCALE: 1" = 20' -- --------\ I (3 • -----ss-----s\\_-----s~s-~ss == s,----,., -------.J _,s\ ____ ss ____ -ss------s ' ------~\ ,· 'Rf-~C\-1 *NOTE: OFFSET rno·M EXIST, PULLBOX TO TIE-IN POINT l!J1i1~0li'g!V@t!lli'ild ®@li't'De:~ l¾i.lc-r~ Coll: TOLL FREE \ \ \ \ 11 23 -------- i 11 23 2']. ____if&-r-c -' " 0 + ,,, '" //' 22 , .. 11+"40:93 BC END SW WIDTH TRANSLTION-' -- '" " R/W --1----J.--- -,, ~~ " --- i'j- ~ "" 1 '$ DOVER DRIVE --. , --- ex Pfl " . 22 ----------------.i-----1-__ _ -.1 __ _ 8 --------. ' '-- I 13+43.95 EC PLANS PREPARED BY: ~ TA--.,., . VA Consulting, Inc. 13+82.87 1>----~ BEGIN C&G REMOVAL --- R/W I NS"T A t.L :lk . PULL /:l<l)C I w/ P.u L L. Po (2EA) GUARD CABLE EN 7-::,.:;;~~S POSTS W/ DIAGONAL BR ,/' • ---,_ ,;!- PER OCEMA 1413 MODIFIED '- 14+22.00 BEGIN 3' HIGH SILT FENCE APPROVAL RECOMMENDED ~'1(' E.i'{GINEERS • Plk'rnERS • SURVEYORS ~ :J:I.. 17801 CARTl\1lIGHT ROAD (949) 474-1400 lEL --CONSULTL'iG !R\JINE, CA 92614 (949) 261-8482 FAX r#'i}, -1{1;; No. 63132 Exp. 06/30/08 GENERAL SERVICES DIRECTOR --- APPROVAL RECOMMENDED ACTING UTILITIES DIRECTOR 15+00 80 100 I APPROVAL RECOMMENDED TRANSP & DEV SERVICES MANAGER R.C.E. NO. 45521 CONSTRUCTION NOTES <~> REMOVE C_XiSTING ~s..: PAvEMENi. G) REMOvt EXiSTING PCC PAVEMENT. (~) REMOVc 'cXISTl,~G PCC CURB ACCESS RA,IP. -. ;_;' ~n:-1JSTr:;:._ i(•- -0 CONSTRUCT TYPE 'A' PCC CURB AND GUTTER, 8" CURB FACE. ® CONSTRUCT TYPE 'A' PCC CURB AND GUTTER, 10" CURB FACE. PROFILE SCALE: HOR/Z' 1 "=20' VERT: 1"=2' @ CONSTRUCT TYPE 'A' PCC CURB AND GUTTER, VARIABLE CURB FACE. @ CONSTRUCT PCC CURB ACCESS RAMP PER CNS STD-181-L-B, CASE "H". ® MODIFY EXISTING CATCH BASIN PER DETAIL 4 ON SHEET 4. @ ADJUST TO GRADE EXISTING CABLE TV PULL BOX. @ CONSTRUCT BOARDWALK PER PLAN AND SECTION A ON SHEET 3. @ RELOCATE TRAFFIC SIGNAL CONDUIT & PULLBOX TO EQUAL DEPTH RELAllVE TO NEW FINISHED GRADE • @ MODIFY BOARDWALK FOR EXISTING TRAFFIC SIGNAL PULL BOX PER SECTION F ON SHEET 4 . @ MODIFY BOARDWALK FOR EXISTING STORM DRAIN MANHOLE PER FRAMING PLAN ON SHEET 3 AND SECTION F ON SHEET 4. @ CONSTRUCT 3' HIGH SILT FENCE AND MAINTAIN IN PLACE DURING CONSTRUCTION. @ EXCAVATE AND DISPOSE OF MATERIAL AS REQUIRED FOR BOARDWALK CONSTRUCTION . @ INSTALL 4" TYPE H ONE WAY YELLOW RETRO REFLECTIVE MARKER PER CAL TRANS STD. PLAN NO. A20A. @ CONSTRUCT CONCRETE SWALE PER PLAN AND DETAIL 7 ON SHEET 4. @ CONSTRUCT CURB DRAIN PER APWA STD. PLAN 150-1 W/ CASE II INLET & (3) 4" C.I. PIPES DISCHARGING INTO MODIFIED CATCH BASIN PER PLAN ANO DETAIL 4 ON SHEET 4. ~STRi,i;J:,..MA!l:QAIN, AND ESTABUSH WETLAND VEGUA-110N" PLANITNG INCLUDING (12) 1-GAtteN.Jl.EQ._WILLO\Y..Jl,ttS AND NAllvt SEED MIX AREAS AS SHOWN ON PLAN, IN ACCOR])AN6~E_PLANllNG SPECIFICATIONS, ANO CAN I f~ OF 11,E CONTRACT ---- PER WETLAND PLANTI AN INCLUDED IN T A?P€ND!q:S SPECIFICATIO"" ,. ~ LINE / CURVE TABLE CURVE LENGll, RADIUS BEARING/DELTA TANGENT A 22.56' ---N33"27'49"W ---- B 89.44' ---N20"39'34"W --- C 30.23' ---N26"07' 48"W --- D 203.02' 455.00' 25·33"57"' 103.23' E 28.33' ---N09"11'06"E --- E1 45.93' 350.00' 7"31'10'" 23.00' F 64.78' ---N16"42'16"E • ' C-3652 APPROVAL RECOMMENDED DATE PRINCIPAL CIVIL ENGINEER R.C.E. NO. 43003 DOVER DRIVE STREET IMPROVEMENT PROJECT DOVER DRIVE (STA. 9+98.70 TO 15+00.00) 1-800 227-2600 1N OF : l-::--'~;c:----;r,'':--;---;~::;'o--;'_cc_,,../;:---;c-=:=;-:,----S:=--..,__/-"'t-,-,.,occ;';:g--\ _ -1,t CIVI\. DATE ________ DATE ________ ,□ATE ________ DESIGNED DRAWN DJH JWW/DJH CITY OF NEWPORT BEACH R-5858-S TWO WORKING DAYS BEFORE YOU DIG S--R.C.E. 63132 DATE CHECKED DATE DJH 5 15 08 PUBLIC WORKS DEPARTMENT SHEET 5 _OF 6 z '-' "' w 0 J <>: z C: ~ z w "' ,:; 0 "' 0. "' f-w w "' ~ "' w > "' 0 "' ,:; 0 0 \ . \ ' 1P ffl G) ' V) i (A ........ CS' • . -- < .- -~ :,. -~ 1 -~ 1 CJ ';,-I- " ~ i, <D N ,.._ ;;-r;'. :: N 0, j~ ~,--/ + ~ -(~ .~'t l--- '\ '\_ ~ IS • re 10+00 I I I / I ' I / I ...--ss--- . . -V ----------13 1 u I------0 "" : 0 -~ .,, ----N ,.._ ;._ ;;; , ___ + ---' ' -----"' ·' c. r ,__. ffi c----_;.-0 u ----; ----, ____ <ti .,,. ,.._ -,,,, -------I -< -0, -""' I ----N -------'.: I--I -------~ 4 0, I.-----,-..: -~~ 0 ---12 g ~ _/ ,,,, -- t· ---iio -~ ( --( + __ , '-l i>-1 ~ -N 1__.; ·--! -i • ---c5 c ----" I I ----. iE ,.._ ~s ~'/, -• I \.i ' ' 1,.,; ~ "' ~~ v + -----,□ -\ "--~ --\ / ~,___ / ...--D ,\ w / --\ \ 0 "" ---' \ ~ + ': \ -, / ,_,,- 11+00 12+0() ~ ..... - 1-a::: LL --" ( \ --!;.---------a:, --0 ' ----. -0 ,.., + ~ --.,, .,; - -----'\ -----'-f Re ,p :Jf El , .":l"' --- 13+00 ----- ------- ----- ------. -V -• ~ lril' - ,, ', z -w _i.-- ---------" ~ '" c--- C 14+00 PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION. !MC. 1792 KAISER AVENUE IRVINE, CA 92614 - RI ~ ;.--- ----- g\' ,_, --....- . I ·"c . " ( ~ i..---- c---"--CJ . !:!:! -c---co g n >--' ~ ::i ~ V, ~ <D . w ,,., .,; 9 c.o .,, -- ....... <C ,_ " 0 UJ -, ~ :-;;s· -:c --\· --0 ----0 UJ w --I 0 0 en -I ~ -LO E If T. T ;~ -- - 15+00 CONSTRUCTION NOTES G) REMOVE EXISTING TYPE 'A' PCC CURB AND GUTTER. ~ ® REMOVE EXISTING AC PAVEMENT. / 0 REMOVE EXISTING PCC PAVEMENT. 'ASalBl!J~lT 0 REMOVE EXISTING PCC CURB ACCESS RAMP. L.:: GRAPHIC SCALE ® CONSTRUCT 4" AC / 10" AB. I I ! i _ zw (, VL_\,[; ~ 1 T y J 6 1° BO 1r ® CONSTRUCT 4" THICK PCC SIDEWALK. _ -----s·-----.=---ss--__ ----I (!) CONSTRUCT TYPE 'A' PCC CURB AND GUTTER, 8" CURB FACE. --• --SCALE: 1"=20' . PROFILE SCALE: HORIZ· 1 "=20' VERT: 1"=2' LL --~----ss-~--ss-----ss-----ss-----ss---s_s=-'----.,~s-:-:::----~ --~ -® CONSTRUCT TYPE 'A' PCC CURB AND GUTTER, 10" CURB FACE. (5 ____ -ss-----ss-----ss----0 -_ -ss___ -----® CONSTRUCT TYPE 'A' PCC CURB AND GUTTER, VARIABLE CURB FACE. ~ss-----ss-----ss-----s ---ss__ .__ -@ CONSTRUCT PCC CURB ACCESS RAMP PER CNB STID-181-L-B, CASE "H". ------s s _ _ -_ @ MODIFY EXISTING CATCH BASIN PER DETAIL 4 ON SI-IEET 4. ---ss__ ---...._ @ ADJUST TO GRADE EXISTING CABLE TV PULL BOX. -...... --------ss _ _ -.............. @ CONSTRUCT BOARDWALK PER PLAN AND SECTION A ON. SHEET 3. -..... --ss ...._ -......__ @ RELOCATE TRAFFIC SIGNAL CONDUIT & PU LLB OX TO EQUAL DEPTH RELATIVE TO ----_ ------........... NEW FINISHED GRADE ~- --1-----~ --Ma --- -~ _so------ __ 1- ---11',0 __ - --- --- *NOTE: OFFSET FROM EXIST. PULLBOX TO TIE-IN POINT l!Jlm,cllo,gvo"'m,dl ll!oevico l\loeij C□II: TOLL FREE 1-000 227-2000 TWO WORKING DA'YS BEFORE YOU D!O 22 D 2 ---1..._ __ _ ----J. -- 8 ---- ---,,.. ,,.. -- ----------13+43.95 EC ~ R/W -....._ DOVER DRIVE ··-----...... ------------'-~,,0.-_--------::::::,.___ -~--~--------="-:--------------@16 -MODIF-Y-BOARDWALK-FOR-EXISTING-TRAFFIC-SIGNAL-PULL-BOX-PER-SEGTION-F-ON-SHEEI--+.-. ---t---------------,,0 _ ~ _ _ @ MODIFY BOARDWALK FOR EXISTING STORM DRAIN MANHOLE PER FRAMING PLAN ON SHEET 3 -, _ --_ 14+ 22.29ss -_ -AND SECTION F ON SHEET 4. , -..,..fa ~ ----i-J.+ 72.m-£.C ---ND SW ~nDTH ~1,11Q_N _ ® CONSTRUCT 3' HIGH SILT FENCE AND MAINTAIN IN PLACE DURING CONSTRUCTION. END GUNITE -----,-1-4+-DO.OO ~ ---,,a 14+2800 --~ SWALE ------BEGIN SW WIDTH __ -END SW ~--® EXCAVATE AND DISPOSE OF MATERIAL AS REQUIRED FOR BOARDWALK CONSTRUCTION. TRANSITION -IN BOARDWALK ---ss @ INSTALL 4" TYPE H ONE WAY YELLOW RETRO REFLECTIVE MARKER PER -------" --'-"'-'--~ ~L B ON ----c CAL TRANS STID. PLAN NO. A20A. 13+82.87 1 I------~ BEGIN C&G REMOVAL {ZEA) GUARD CABLE END POSTS W/ DIAGONAL BRACE PER OCEMA 1413 MODIFIED **NOTE: PROVIDE ADD'L 5' -0" EMBEDMENT @ CAISSON STA. 14+81: &-._........,'-'.A-..A..,/".__;.._."--A,J 14+1 8•22 E • ----~-------. @ CONSTRUCT CONCRETE SWALE PER PLAN AND DETAIL 7 ON SHEET 4. , ---. ~-@ CONSTRUCT CURB DRAIN PER APWA STID. PLAN 150-1 W/ CASE II INLET & (3) 14+22.00 BEGIN 3' HIGH SILT FENCE ,---. 4" C.I. PIPES DISCHARGING INTO MODIFIED CATCH BASIN PER PLAN AND DETAIL .,.-.,,r--"14+43.92 ~ 4 ON SHEET 4. '---. " @ CONSTRUCT, MAINTAIN, AND ESTABUSI-I WETLAND VEGETATION PLANTING 4+60J9-.. INCLUDING (12) 1-GALLON RED WILLOW TREES AND NATIVE SEED MIX AREAS AS :::, ..... ---. , _!:fd ~~~~fl.1J~APNLA~Tl~gc~Ef:~~EL0'/i1J1D 1~E -r/:~~~~Ei~~~~IFbiA m>f ~ot~ACT --.... , ~ SPECIFICATIONS. -::,./ (o LINE / CURVE TABLE CURVE LENGTH RADIUS BEARING/DELTA TANGENT A 22.56' ---N33'27' 49"W --- B 89.44' ---N20"39'34"W --- C 30.23' ---N26"07'48"W --- -D 203.02' • 455.00' 25'33'57"' 103.23' E 28.33' ---Nos·11'06"E --- El 45.93' 350.00' T31'10"' 23.00' F 64.78' ---N16"42'16'.E --- z "' i!i 0 ./ z C: -- . -. ' . u -. " . z 00 C " -- '""' <.!) X 0 w '-" ~ + -, l~ 0 = . ~ <!) u I- + • <O !J ---------- 1 CD "" . 0 I-q ' ~ 0 -:;: -· " .,,. • . -~ ' _;..' --_.... _ _.... - V --- 0 l-o II) "' "" "' 3 Q u 3 ' . " 00 -.,,. co 1b t., u .: I- o~, "' oo L---.., u.. u • 00 I-' If) w 0 -, 1.--- 0 -V _;..-.., CD <.!) 0 0 ~ :;,: A - l );.' - I- ~ -'_, "' ~ V 00 1- "l ~ - -- -- I .., " bi 1,,_,_. --\_?>-,~ ..J '· • U D :. W1-• -z -+--t-+--t-+--t-~-+--------1-tl=fF.e.rl*D "°_-Mt191-i'i-+-----b--l-:J.~~fl---+---+---l-+----l--+--l-+--l--+--l-+--l---+---l-+-+--+--l-+-+---+---l-+-+---+-+-+-+---+-+-+-+---+-+-+-+---+-+-+-+---+----l-+-+---+----l-+-+----l----l-+--l----l----l-+--l----l----l--l-l--l-----1--l-l-----l----l--l-l-----l----l--l-l----+----l-+-+---+----l--l-l-----l----l-+--l----l----1-+-+----l----l--l-l-----l----l-+-+----l----1--l---!-----l--l--l---!-----l----l--l---J.--l----l-W :i::~~ =s ~.:::~ i I --ss -- "IT'. ~ l!Ja,<!o•g•olllmd L \11:::~'.°:i ~oli'vDco ~(~17{\ ;:-.;,_ ~ Call: TOLL FREE \"'\.,,., . ..,~, .... v'1 1-000 ~ ')'-,,' 227-2000 1WO WORKING DAYS BEFORE YOU D!G -- + I!) 15+00 ----- 16+00 ----- 17+00 ----------------- / 18+00 & / I I I I PETERSOi\1-CMASE GENERAL ENGINEERIIJG CONSTRUCTION, l~IC. 1792 KAISER AI/ENUE IRVINE, CA 92614 ' --------- I I ,)' / 19+00 20+00 CONSTRUCTION NOTES CD REMOVE EXISTING TYPE 'A' PCC CURB AND GUTTER. @ REMOVE EXISTING AC PAVEMENT. 0 REMOVE EXISTING PCC PAVEMENT. ® CONSTRUCT 4" AC / 10" AB. ® _CONSTRUCT 4" THICK PCC SIDEWALK. PROFILE SCALE: HORIZ: 1 "=20' VERT: 1"=2' 0 CONSTRUCT TYPE 'A' PCC CURB AND GUTTER, 8" CURB FACE. ® CONSTRUCT TYPE 'A' PCC CURB AND GUTTER, VARl~BLE CURB FACE. @ CONSTRUCT BOARDWALK PER PLAN AND SECTION A loN SHEET 3. @ RELOCATE TRAFFIC SIGNAL CONDUIT & PULLBOX TO EQUAL DEPTH RELATIVE TO NEW FINISHED GRADE ...-.--sS --- --------ss ss D ----E-----D-----D-----D-----D-----D-----D-----D-----D-----D-----E-----D----~E-----D-----D-----D-----D-----D-----E-----U-----U-----E-----D-- / I & @) NOT USED - t.\O --------------' GRAPHIC SCALE 0 10 20 40 60 80 100 l;:::==l=J =ll=====tl=====ll======1l~==~l SCALE: 1" = 20' " -/ / / / / " REACH 2 REACH 3 REACH,3 <J1 "' / "' [f_, "' 19+54.00 z @ MODIFY BOARDWAUK FOR EXISTING TRAFFIC SIGNAL PUUL BOX PER SECTION F ON SHEET 4. @ MODIFY BOARDWALK FOR EXISTING CONCRETE PAD PER :FRAMING PLAN ON SHEET 3. @ CONSTRUCT 3' HIGH SILT FENCE AND MAINTAIN IN PLACE DURING CONSTRUCTION. @ EXCAVATE AND DISPOSE OF MATERIAL AS REQUIRED FOR BOARDWALK CONSTRUCTION. /?.4'i r.nNSTRUCT MAINTAIN, @1~t A~~ ~GETATION PLANTING.--" ~IN~-t'&)..J.::cGALLWREi5'vi/[_LOw 1TR~D~ NATIVE sEED.-M,X'AREAs As -------------- SHOWN ON PLAN, l~~QRpAtiCE UOTU TUU<bAN'f!Ntl SPECIFICATIONS, AND PER WETLAND PLAN ",cLullEtiN-Jl:!E APPENDICES OF THE CONTRACT SP~. I ! ~ @ PRUNE OVERHANGING AND INTERFERING PORTIONS OF EXISTING TREES TO ACCOMODATE CONSTRUCTION OF BOARDWALK STRUCTURE PER PLAN, SPECIFICATIONS, AND !SA STANDARDS 1 C-3652 ~ [JN~O~-=IJDUA\JTIE][===========]RtEE1lv1~sR1oiliN[===========I1PiiLA~N~SJPeiRi1E'.ePA~Ri1EJJD]B~Y[:========================~1--_--::;-,;_=-""--::,.-~--7r;AiPPPfPRiroiv:vA;;iL1R~E'r.icoiMwMii'iEN"'DiFiEDn-,--:iA:PiPPi,i;RinovviAii°L"Rif;Ecr.ioii.iMMiME~NioDErrD>-1AAiP,i,PmR011vri.ALIRiREcrc;;;oMwM:iiEN'NDrnE'riD-~r~~RRCowv'AIA:-ruRtcCOoil,(MS.NNiDiEEifD--T--------------------j i;i Lt, 9;08 AC & cG R&R, ADD c0Nsmuc110N NOTE, & Y/Jl· VA Consulting, Inc. <?'?.('J.'ESs101,: , \ 1 -DOVER DRIVE STREET IMPROVEMENT PROJECT I END BRDWLK REVISION ENGINEERS•PLANNERS· SURVEYORS ,i:f,(,'§'iJ-J. 1-/,ijf C:.' •r.: C' ,I\.______ ;l, 1%1~ 'J>\~ t-mnCrfA CM-ENGINEER DOVER DRIVE ~ .a. 17801 CARTWRIGHT ROAD (949) 474-1400 ill $ No. 63132 ';ii'. R.C.E. NO. 43003 n f!c CONSULTING IR"1NE, CA 92614 (949) 261-8482 FAX * Exp.06/30/081.::i] GENERAL SERVICES DIRECTOR ACTING UTILITIES DIRECTOR TRANSPR~c.i~vN~~R.l'b~'ii MANAGER DATE ~--'l.~C?» (STA. 15+00.00 TO 19+66.00) 1/) UNDIJ..-ItlE]UP_E~~ION OF: 1,,;. =~:t=~::::::::::~=t'---_:_:_ _______ ~_:__.:___:____j !s! ///. tV /'i ~-/( -o~ "4/f Jii~~,,~~ DATE _______ ,DATE-------DATE _______ DESIGNED DJH DRAWN JWW/DJH ! CITY OF NEWPORT BEACH R-5858-S : CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 6 OF 6 > DANIEy:;1:"HAY1lS R.C.E. 63132 DATE DJH 5/15/08 c L ________ j_ ______________ __: _______________ __L _ ____L __ _l_ _______ ___c___ ____ ..L:.:.::.:::::Lc:.:_:71;::..::....__:..::..::..:.:::...._.:.=.:..=:... ____ ....::..:...:..:.:::..-1.. ______ _j_ ________ _j_ _______ ___l_ ________ _j_---:-_----"'.c~----,__:!,{2,!1_~-----------...J.._---=:..._-::....._J C, (I I u... u 'lo 1--- ~..,_, - 1--- ,, -L- ~ ~;,_,_ I 'l - (D C> 0 I-0 • - '<' -I ' . ~ "' v -- 1--" ' v -I l--- -YI I (D C>,,. oo, I-,n .- <O (D I :cci "' - v I - k"'; . v ""' ·--I i I I I I ' I I 'i I ~V CO {"-j 1----+ OJ Z 1----f-+-+-+-f-+-+-+-f-f-+-+-+-f--f-+-+-+-f-+-+-+-!-j--+---+---+-!-t-+-+-+-f-+-+-+-!-t-+-+-+--!f-t-+-+-f-f-+-+-+--!-t-+-+-f-f-+-+o-l-<"f,----j--+--,j-,--+-j'--!-+-'"'-J--,\-f-+--!-'i!0 ~½1:--P'°~"";.,"'r--hro'ife:::: ·:p1-+-t-'-t-t-+-+-t--l-t-+-t--t-l-+-+-+--l-l-+-+-+--ll--+-+-+--+-l-+-+-+---J-J.--l---l--+-l!-+-+--l----J-+--l---1--+-1-+--l---l---l-l-.L-!--l-ll--LJ__ I ' ' ,o, 0 . 00.J co;:,.., I t:;::; i---v ' I I i -v i ' -v v ¥ 1-+-+-+-f-+-+-+-+-l-+-+-+-!-t-+-+-+-l-+-+-+-!-+-+-+-+-t-t-+-+-+-l-+-+-+-t-t-+-+-+-1-t-+-+-+-f-+--+::---t9'-t-+-+-+-l-+-+-+-+-l-'og~1-,.;¥,~-+--!'-t-+"-+~=-·-'fs:......:!b~ --:"-::...1-i.---t--+-+--i-t-++-t--'f-t--+-+-+-t-+-+-l---il-t-++-+-f-+-+-+-l--l-++-+-l-+-++-I-J.-++-l--l--l-+-l--l--L+-+-+-l--l-+-l---l-L+--L_j__J_L.L...L-1_L l!)!.O 1---~ lO .r.._ _.i..----- _i---¥ rn C> . . 0 I- 0 -0 -' -r--v 1_1.: v -- . -l.,.,c ,__. -~ -I -f (!) 0 -i--f-++-+-1-+-++-1-1-+-++-1--1-+-+-+-1-+-+-+-1-1-,__-c!,-=1:::--+-++-+-1-+-+-+-i:ol.+'=:=..=+-1--1-+-+-+--11--\c0c-c, __ , ,,,o'l-17•-· Fr'i--t--11-t-+-t-t-t--t-+-t--il-t--t-+--t-l-t-+-t-t-t--t-+-+--lf-t-+-t--t-t-t-+-t-l-t--t-+-+~f-+-+-+-t-l-+-+-+--l-+-+-+-+-l-+-+-+-l-l-+---l--+-;!-+-+--1--1-l-+-+-+-l-+--l--+--l-1-+--l--+--l~+--l--!--l-t-l-J_-l-l_J 1~ 0~ ~ . _ss·- ua.iQe,we@.,~.i ~l'dl7Viicc» ~ltili''l'I Call: TOLL FREE 1-800 227-2600 1WO WORKlNG DA.'fS BEFORE YOU DIG -- ... z + in 15+00 -----ss------ss C> I u 0 0 ,--c- "" ~ I + ---L---,_ - v I c--- ss ss - C if;. --l:,; 16+00 I 17+00 -R/111 qi / / 18+00 19+00 • ~-----n-----•-----n-----•-----•-----•-----n-----n-----n-----•---~•-----•-----a-----a-----n-----•-----•-----•-----a-----n-----a------ - - ------------/---------------- / C / / & / REACH,3 -,..,.. REACH.2 REACH.3 en 20+00 '-" ::URB AND GUTTE,C;· CD REMOVE EXISTING -~C PAVEMENT. 0 REMOVE EXISTING PCC PAVEMENT. ~ ~• CONSTRUC-;-~ AC i O'' AB_ Cs) ~ON51RUrT -"HICK PCC SIDEWALK. \!.) cuN,lkUG, 1li't. A !°CC CURB ANO GUTTER, b CURB FACl. PROFILE SCALE: HORIZ: 1"~20• VERT: 1"=2' 0 CONSTRUCT TYPE 'A' PCC CURB AND GUTTER, VARIABLE CURB FACE. @ CONSTRUCT BOARDWALK PER PLAN AND SECTION A ON SHEET 3. @ RELOCATE TRAFFIC SIGNAL CONDUIT & PULLBOX TO EQUAL DEPTH RELATIVE TO NEW FINISHED GRADE • @ NOT USED ' fg; JAG tf.□ -j NO -··· M:6 • ---·--,.~a·-·--··· -----!f.O tr,G t,~G t,VJ !f.a ,,..,. .cr.tf.,. N,O t,\G ,,@-1-,.,u 1----1x:. N.O MQ N,a _ .\~G 19+54.QP _ _ ,w _ 1---;::·tS,.,10 @ MODIFY BOARDWALK FOR EXISTING 1RAFFIC SIGNAL PULL BOX PER SECTION F ON SHEET 4. @ MODIFY BOARDWALK FOR EXISTING CONCRETE PAD PER FRAMING PLAN ON SHEET 3. @ CONSTRUCT 3' HIGH SILT FENCE AND MAINTAIN IN PLACE DURING CONSTRUCTION. @ EXCAVATE AND DISPOSE OF MATERIAL AS REQUIRED FOR BOARDWALK CONSTRUCTION. 2 STRUCT, MAINTAIN, AND ESTABLISH WE1lAND VE_Gt+Aftel~G --- ----------~ --- GRAPHIC SCALE 0 10 20 ·40 60 80 SCALE: 1" ~ 20'. --// / n -,,_,~ -,, -;; ,, , / -/ / -,, }...., j ·; -j ·,1 , ;, --~ ---· • ., ,, ,, _.,, ~ ~ ,,. ,,.1~Y/:--,,.T, ., . .--,, , / -, INCLO • • Z}-.1:::,GALLON RED WILLOW TRE!;.S--AN!l''NATIVE SEED MIX AREAS AS SHOWN ON P -AGCORMl:,!(:_E WI.J)vff!E PLANTING SPECIFICATIONS, AND PER WE1lAND PLANTI • Ell·IN 11-lE APPENDICES OF THE CONTRACT SPECIFICATIONS. --=..:..::..: __ _____ @ PR N HANGING AND INTERFERING PORTIONS OF EXISTING TREES TO AC MODA TE CONSTRUCTION OF BOARDWALK STRUCTURE PER PLAN, SPECIFICATIONS, AND ISA STANDARDS \ rri r--"' i oo m o ,... + + 1+ + {O (D r-.. r-.. -.--+--I.--..--= ~ + + + + + + + + ± + + + + _ °"-~~-~-~ ~ J~L--~ -~ ~~ ~ ~ R/W ( 6 XJ) ..-0) r---i.n 10 ...... 0) I[) t") T""'"@ N N t'<") 'q'" I!) ID tO CO 01 0 18 + + + + + + + + + + \! 4' I-I-' - .Joi~ c)<tsn 1-1& -r.s. loNPU/1. --- 100 ;,,j~ TYP @) 24 TYP **NOTE: OFFSET MEASURED FROM TOE OF SLOPE DOVER DRIVE PLANS PREPARED BY: "i fl, . VA Consulting, Inc. o/ & ENGINEERS • PLA.'fflERS • SURVEYORS ~Ji. 17801 CARTvmlGHT ROAD (949) 474-1400 lEL CONSULTING IRVINE, CA 92614 (949) 261-8482 FAX EZJ~!OF~ DATE /JyS,4 LL 1. If C:CW.t) ur, WIT/2 })((LL /<.opl= ' PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION. INC. 1792 KAISER AVENUE <?RaFESsr~ <ts-1"''3-J. J./,i • fl)¢:,' <'J, fl No. 63132 "' * Exp. 06/30/08 IRVINE, CA 92614 GENERAL SERVICES DIRECTOR 9 19+33.00 (2EA) GUARD CABLE , ENI!_ 3' HIGH END POSTS W/ \SIL I PE'M -DIKovo,AL I / I PER OGEMA 141' I/ MODIFIED '/ I / \ 'NOTE: OFFSET FROM EXIST. END !/ \ ~61J/W TO NEW TIElN APPROVAL RECOMMENDED APPROVAL RECOMMENDED APPROVAL RECOMMENDED ACTING UTILITIES DIRECTOR 1RANSP & DEV SERVICES MANAGER PRINCIPAL CIVIL ENGINEER R.C.E. NO. 43003 C-3652 DOVER DRIVE STREET IMPROVEMENT PROJECT DOVER DRIVE '1?),'£ CJV\\. OF cr,,.1.1< R.c.E. No. 45s21 l.'.'.o::'.ATE.::.-=:==;:====+---..:.<s:::.:T.:.::A.::::-·....:1:..::5+:.:..·-:..o..=.o:.::.o:..o_:T:..::o=-:.19:::.:+;6::.:6:.:..0::.:0::.) ____ _j DATE -------1DATE -------DATE _______ DESIGNED DJH DRAWN JWW/DJH CITY OF NEWPORT BEACH R-5858-S CHECKED DATE DJH 5 15 08 PUBLIC WORKS DEPARTMENT SHEET 6 OF 6 I • I \ z "' "' w 0 J "' z C: "' .... z w ::s ';;' 0 "' "-;;, .... w w "' .... "' ';;' "' 0 "' w > 0 0 ► en ' ro C: - ~- ~ ~ CITY OF COSTA MESA VICTORIA ST PROJECT LOCATION VICINITY MAP NOT TO SCALE SYMBOL LEGEND • POWER POLE Osco SANITARY SEWER CLEANOUT (:'SMH SANITARY SEWER MANHOLE <tf FIRE HYDRANT I WM WATER METER BOX & SERVICE □GM GAS METER --0,--VALVE POWER POLE ANCHOR D, MONUMENT -x-x-x-FENCE • ..t:.a .L.t'L. ..&L .LLL BLOCKWALL TREE SHRUBBERY ASPHALT PAVEMENT : : : : : : 1;:'; :: ,·; :\ :: BRICKWALK I I CONCRETE ~t<autu2 BUILDING _ _ _ _ EXISTING CONSTRUCTION ----PROPERTY LINE ----NEW CONSTRUCTION --_tr_ ___ CENTERLINE ----S----SEWER LINE -----W-----WATER LINE __ -G---GAS LINE -E--POWER LINE -f---TELEPHONE LINE -CATV---CABLE\IISION LINE -SP--SPRINKLER SYSTEM b: STREET LIGHT -0-SIGN I= """I GARAGE OPENING t=---:::::J WINDOW * SPRINKLER ....... , ...... florYleo Alort Call: TOLL FREE 1--aoo 111 ... aeoo lWO WORK1NO DAYS 8EF0RE YOU 018 JOHN WAYNE ~ AIRPORT ABBREVIATIONS AC ASPHALT CONCRETE C&G CURB AND GUTTER DIA DIAMETER DIP DUCTILE IRON PIPE VCP \111'RIAED CLAY PIPE ~- (S' 9P CITY OF IRVINE IJNl'JERSli'< RWV RESILIENT WEDGE VAL VE FE FLANGED END MJ MECHANICAL JOINT NTS NOT TO SCALE RT RING TIGHT STL STEEL ABAND ABANDONED IP&T IRON PIPE AND TAG MON MONUMENT CATV CABLE TV DWY DRIVEWAY co CLEANOUT (SEWER) ARV AIR RELIEF VAL VE B/APPR BACK OF ALLEY APPROACH EV ELECTRICAL VAL VE SW SIDEWALK WWF WELDED WIRE .FABRIC MLCCSP MORTAR LINED CEMENT COATED STEEL PIPE RCSCP REINFORCED CONCRETIE STEEL CYLINDER PIPE ~ 4• A.C. CORIIIG 1NfQRMA110N MCWD MESA CONSOLIDATED WATER DISTRICT U.N.O. UNLESS NOTED 011-IERWISE CONT -CONTINUOUS T&B TOP AND BOTTOM -- PUBLIC WORKS DEPARTMENT DQV,ER DRIVE -STREer-··1MPROVEMENTS PROJECT LOCATION· C-3\652 UBLIC WORl(s RC.E. NO. 36106 BASIS OF BEARINGS TO BE PRO\IIOED _ BY THE CITY OF NEWPORT BEACH, PUBllC WORKS OEPA!!TMENT. - BENCH_ MARK - TO BE PROVlD[D_ BY .THE CITY OF NEWPORT BEACH, PUBLIC WORl<S DEPARTMENT. TOPOGRAPHICAL SURVEY TOPOGRAPHICAL SURVEY BY CITY OF NEWPORT BEACH, DA TED AUGUST 10, 2000. EMERGENCY TELEPHONE NUMBERS DAY THE GAS COMPANY SOVTHERN CALIFORNIA EDISON COMPANY AT&T -CITY OF NEWPORT BEACH (UTIU1lES DEPARTMENT) ORANGE COUNTY SANITATION tllSTRICT ADELPHIA -CABLE UNDERGROUND SERVICE ALERT MCWD (800)-624-8153 (800)-611-1911 611 (949)-644-3011 (714)-~2-2411 (714)-338-2000 (800)-422-4133 (949)-574-1000 LOCATION MAP NOT TO SCALE R.C.E. 63132 DATE N1GHT (~0)-624c-8153 (800)-61.1-1911 611 _ (949)-644-3717 (71.4)~644~6222 {800)-422-4133 (949)-631-1200 GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARDS SPECIFICA110NS FOR PUBLIC WORKS CONSTRUCTION," 1997 EDITION AND SUPPLEMENTS TO DATE. EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARDS SPECIAL PRO\IISIONS, OR IN THIS CONl'RACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITil:S ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACllJAL LOCATION ANDELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. - 3. CURVE DA TA REFERS TO 11-IE TOP, FRONT FACE OF CURB. 4. StATIONING REi'ERS TO THE TOP, FRONT FACE OF CURB EXCEPT WHERE OTHERWISE NOTED. 5. ALL EXPOSED CONCRETIE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 6. P.C.C. SHALL BE CLASS 560~C-3250. 7. PROPOSED PAVEMENT, SIDEWALi( ANO CURB AND GUTTER SHALL JOIN ANO MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS. 8. CONTRACTOR SHALL ADJUST CITY UTILITIES (E.G WATER VALVES, SCO, SURVEY MONUMENTS, TRAFFIC SIGNAL &: CONDUIT PULL BOXES, STREET _LIGHT CONDUIT PULL BOXES, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 9. ANY DISCREPANCY IN THE DRAWINGS OR SPECIACA TIONS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE CITY OF NE'M'ORT BEACH PUBLIC WORKS DEPT. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 10. CORRELATION OF DRAl'IINGS ANO SPECIFICATIONS. ANY WORK NOT INDICATED ON THE DRAl'IINGS BUT CALLED FOR IN THE SPECIACATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED_ AND CALLEO FOR IN BOTH. A"NY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 11. NORTH BOUND DOVER DRIVE_ MAY BE RESiRICTED TO 1 LANE DURING THE WORK DAY (8:30 AM TO 3:30 PM) AND RETURNED TO 2 NORTH BOUND_ LANES AT THE END OF THE WORK DAY. NO LANE CLOSURES ALLOWED ON HOLIDAY OR WEEKENDS. SHEET INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET 2 -STRUCTURAL NOTES 3 STRUCTURAL DETAILS AND TYPICAL SECTIONS 4 STRUCTURAL DETAILS ANO TYPICAL SECTIONS 5 DOVER DRIVE SIDEWALK IMPROVEMENTS (STA. 9+98.70 TO 15+00.00) 6 DOVER DRIVE SIDEWALK IMPROVEMENTS (STA. 15+00.00 TO 19+66.00) CONSTRUCTION NOTES 0 REMOVE EXISTING TYPE 'A' PCC CURB AND GUTTER. @ REMOVE EXISTING AC PAVEMENT. 0 REMOVE EXISTING PCC PAVEMENT. © REMOVE EXISTING PCC CURB ACCESS RAf.lP. © CONSlRUCT 4• AC / 10• AB. © CONSiRUCT_4" THICK PCC SIDEWALK. 0 CONSTRUCT_ TYPE 'A' PCC CURB AND GUTTER, s• CURB FACE. © CONSiRUCT TYPE 'A' PCC CURB AND GUTTER, 10" CURB FACE. @ CONSTRUCT TYPE 'A' PCC CURB ANO GUTTER, VARIABLE CURB FACE. -® CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L~B. CASE "H". @ MODIFY EXISTING CATCH BASIN PER DETAIL 4 ON SHEET 4. @ ADJUST TO GRADE EXISTING CABLE _ TV PULL BOX. -@ CONSTRUCT 5•~5• WIDE BOARDWALK PER_ PLAN AND SEC110N A ON SH[ET 3. @ RELOCATE TRAFFIC SIGNAL CONDUIT & PULLBOX TO EQUAl DEPTH RELATIVE TO ~ NEW FINISHED GRADE ---- ~ NOT USED @ MODIFY B0AROWAf.K -FOR EXIS11NG TRAfFIC SIGNAL PULL BOX PER SECTION F ON SHEET 4. @ !IOOFY BOARDWALK FOR EXISTING. STORM DRAlN -UANHOI.E PER FRAMING PLAN ON SHEET 3 AND SECTION F ON SHEET 4. @ MODIFY BOARDWALK FOR EXISTING CONCRETE PAD PER FRAMING PLAN ON SHEET 3. @ CONSTRUCT 3' HIGH SILT FENCE AND MAINTAIN IN PLACE DURING CONSTRUCTION. @) EXCAVATE ANO_ DISPOSE OF MATERIAL AS REQUIRED FOR BOARDWALK CONS1RUCllON. @ INSTALL 4" TYPE H ONE WAY YELLOW RETRO REFLECiiVE MARKER PER CALTRANS STD. PLAN NO. A20A. @ CONSTRUCT CONCRETE SWALE PER PLAN AND DETAIL 7 ON SHEET 4. @ CONSTRUCT CURB DRAIN PER APWA STD. PLAN 150-1 W/ CASE U INLET & (3) 4• C.I, PIPES DISCHARGING INTO MODIFIED CATCH BASIN PER PLAN AND DETAIL 4 ON SHEET 4. @ CONSTRUCT MAINTAIN, ANO ESTABLISH WETLAND VEGETATION PLANTING INCLUDING (12) 1-GAI.LON RED WILLOW TREES ANO NATIVE SEED MIX AREAS AS SHOWN ON PLAN, IN ACCORDANCE l'IITH THE .PLANTING SPECIFICATIONS, ANO PER WIETLAND PLANTI_NG PLAN INCLUDED IN THE APPENDICES OF THE CONTRACT SPECIFICATIONS. @ PRUNE OVERHANGING AND INTERFERING PORTIONS OF EXISTING TREES TO ACCOMODATE CONSTRUCllON OF BOARDWALK STRUCTURE PER PLAN, SPECIFICATIONS. AND ISA STANDARDS Un ... ,., •• c11 ••rYlu Alert Call: TOLL FREE 1◄00 217-aeoo lWO WORKING DWS BEFORE YOU DlO STRUCTURAL GENERAL NOTES 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK AND NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 2. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK. • 3. RESOLVE ANY CONFLICTS ON THE DRAWING WITH THE ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. 4. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILlllES IN THE ARE:A TO BE EXCAVATED PRIOR TO BEGINNING EXCAVATION. 5. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE. LA TEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, UBC & THE CBC. 6. THE ENGINEER DOES NOT WARRANT THE ACCURACY OF SCALED DIMENSIONS. ALL DIMENSIONS SHA.LL BE AS DESIGNATED ON THE DRAWINGS. NO SCALING OF DRAWINGS SHALL B.E ALLOWED. REINFORCING STEEL 1. REINFORCEMENT FOR CONCRETE SHALL CONFORM TO SECTION 201-2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. BAR REINFORCEMENT SHALL CONFORM TO ASTM A615 AS FOLLOWS: GRADE 40 FY=40KSI ...... N0.3 BARS & WHERE NOTED ON PLANS GRADE 60 FY=60KSl ...... N0.4 BARS & LARGER 3. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING AMOUNTS OF CONCRETE COVER; FOOTINGS (CONCRETE DEPOSITED AGAINST EARTH) .•............ 3" "CONCRETE SURFACE (FORMED) EXPOSED TO EARTH • OR WEATHER ............................ , ........................................... 2• COLUMN REINFORCING (INCLUDING COLUMN TIES) ................. 3" 4. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE OR GROUT. 5. UNLESS OTHERWISE NOTED IN DETAILS, FURNISH N0.3 SPACER TIES AT APPROXIMATELY 2'-6" O.C. IN ALL BEAMS AND FOOTINGS TO SECURE REINFORCING IN PLACE. FOUNDATION 1. SOIL DESIGN PRESSURE = 1500 PSF 2. BOTTOM OF FOOTINGS SHALL BE A MINIMUM OF 12" BELOW LOWEST ADJACENT GRADE & SHALL BEAR IN COMPETENT SOIL. 3. CHARACTER OF SOIL: SEE "GEOTECHNICAL 1NVESTIGA TION REPORT PROPOSED DOVER DRIVE IMPROVEMENTS BETWEEN CLIFF DRIVE ANO 16TH STREET, CITY OF NEWPORT BEACH CALIFORNIA." PREPARED BY GEO-ENVIRONMENTAL INC. AND AVAILABLE FOR REVIEW AT THE PUBUC WORKS DEPARlMENT. 4. CONSTRUCTION AT THE SITE SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORT. 5. BEFORE ANY CONCRETE IS PLACED, EXCAVATIONS SHALL.BE CHECKED AND APPROVED BY INSPECTOR TO INSURE COMPLIANCE WITH THE REQUIREMENTS OF THE SOILS REPORT. 6. ALL FILL MA TERI AL IS TO BE COMPACTED TO 90% OF MAXIMUM DENSITY. INSPECTION IS REQUIRED DURING FILL AND COMPACTION. 7. ALL EXPANSION ANCHORS ARE PHILLIPS "RED-HEAD" OR EQUAL PER ICBO REPORT NO. 1372. STRUCTURAL WOOD 1. ALL WOOD AND TIMBER CONSTRUCTION SHALL BE IN CONFORMANCE WITH. SECTION 204 ANO 305-2 OF THE STANDARD SPECIFICATIONS F'OR PUBLIC WORKS CONSTRUCTION. 2. BOARDWALK · DECKING SHALL BE TREX 2X8 HS24, "N" COLOR INSTALLED PER MANUFACTURERS RECOMIAENDA TION, OR APPROVED EQUAL. 3. ALL WOOO MEMBERS OF .BOARDWALK WITI'l EXCEPTION OF BOARDWALK DECKING SHALL BE DOUGLAS FIR (DF) OR LARCH GRADE .MARKED 8Y A RECOGNIZED GRADING AGENCY (WYA'A) AND MANUFACTURED IN ACCORDANCE WITH PRODUCT STANDARD PS 20-'94. 4. WOOD GRADES FOR BOARDWALK SHALL BE SELECT STRUCTURAL NO. 1 5. cumNG, NOTCHING OR DRILLlNG OF BEA(,,1S OR . JOISTS TO 8£ PERM1TTED ONLY AS DETAILED ON PLANS OR APPROVED BY THE ENGINEER. 6. UNLESS OTHERWISE SPECIFIED, ALL NAILING SHALL CONFORM TO TABLE 23-11-8-1, 1997 UBC. 7. ALL SILLS OR PLATES RESTING ON CONCRETE SHALL BE PRESSURE TREA TEO DOUGLAS F'IR. BOLTS SHALL 8£ PLACED 9" FROM THE ENO OF A BOARD OR FROM A NOTCH ANO SP ACED AT INTERVALS NO'IED. 8. ALL BOLT HEADS AND NUTS SEARING ON WOOD SHALL HA VE STANDARD CUT WASHERS .•• ALL llOLT HOLES IN WOOD SHALL BE DRILLED 1 /32" DIA. LARGER THAN NORMAL BOL r DIAMETER. 9. .ALL FRAMING ANCHORS, COLUMN BASES · ETC. SHALL BE AS MANUFACTURED BY "SIMPSON COMPAN?, NO SUBSll'fUTIONS PERMITTED WITHOUT ENGINEER'S AUTHORIZA ilON PRIOR. TO CONSTRUCTION. ALL HARDWARE SHALL .8£. JNSTALLED PER "SIMPSON COMPANY" REQUIREMENTS. 10. ALL BOARDWAU< WOOD .AND TIMBER, EXCEPT 2x8 TREX DECKING, SHALL BE PRESSURE .TREA'IED WITH PENTACHLOROPHENOL IN CONFORMANCE WITH SECTION 204 OF THE STANDARD SPECll:lCATIONS FOR PUBLIC WORKS CONSTRUCTION. CAISSONS, GRADE BEAMS & STRUCTURAL SLABS 1. MINIMUM STRENGTH OF CONCRETE SHALL 8£ 3250 PSI AT 28 DAYS. CLASS 560-C-3250 IN CONFORMANCE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. . . 2. INSPECToR IS REQUIRED TO BE ON SITE DURING POURING OF ALL CONCRETE FOR CAISSONS ANO GRADE BEAMS. · 3. INSPECTOR SHALL VERIFY THE BOTTOM. OF ALL CAISSON HOLES ARE FREE OF DEBRIS OR LOOSE SOIL IMMW1ATEL Y PRIOR TO PO~ING. OF CONCRETE. 4. USE N0.3 AGGREGATE (1• MAXIMUM SIZE) AS DESIGNATED BY THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION. • 5. INSPECTOR SHALL VERIFY EMBEDMENTS PRIOR TO POURING Of CONCRETE. • 6. WATER-CEMENT RATIO SHALL l!E .45 MAXlMUM. 7. COLO JOINTS ARE PERMITTED ONLY AS SHOWN ON PLANS. ALTERNATE LOCATIONS REOUIRE APPROVAL OF ENGINEER. POST AND GUARD CABLE RAILING MOOli'IED Will-I FOUR S'IRM!DS OF CABLE EQUALLY SPACEO.PER OCEMA 511) 0~ 1413 HEREON. 5•-5• BOARDWALK TYP SECTION 1-II i o. • N ::::-~ I ,_ 0 o+---.1.. 0 MOr.Fi:D REINFORCED CONCRETE 1, CONCRETE SHALL. CONFORM TO SECTION 201 OF THE STANDARD SPECIFICA ll◊l'I FOR PllBUC WORKS CONSTRUCTION. 2. CEMENT SHALL CONFORM TO ASTM C-150, TYPE 1. AND /OR TYPE 11. 3. ALL CONCRETE SHALL HAVE A MINIMl:IM COMPRESSIVE STRENGTH AT 28 OAYS Of 3250 PSI,. (CLASS 560-C-3250) 4. THE MAXIMUM SWMP SHAU. NOT EXCEEO 3• + /~ 1• FOR FOOTINGS, st.A8S ON EARTH /\ND VASS CONCRE1£. ANO 4" +/-1" FOR OTHER CONCRETE. MAX WATER/CEMENT RA no SHALL NOT EXCEED 0.50 5. PROJECTING CORNERS OF SLABS, BEAMS, COl.tJMNS, WALLS, ETC. SHALL BE FORMED WITH A 3/4" CHAMFER UNLESS NOTEO OTHERWISE. 6. ALL REINFOR'Oll!IG STE£1.., ·ANCI-IOR BOLTS, DOWELS ANO OTHER INSERTS SHALL BE SECURED IN POSITION, ANO APPROVED BY THE INSPECTOR PRtOR TO THE POURING Of ANY CONCRElL 7. LOCATION OF ALL CONSTRUCTION JOINTS NOT SPECIFICALLY INDICATED ON THE DRAWINGS SHALL BE APPROVED BY THE ENGlNEER PRIOR TO PLACING REINFORCING STEEL. 8; IMMEDIATELY Af1ER STRIPPING FORMS, PATCH MINOR DEFECTS, FORM-TIE HOlES AND HONEYCOMBED AREAS BEFORE CONCRETE IS THOROUGHL ¥ ORY. . REMO\lE LEDGES AND BULGES. REPAIR GRAVEL POCK.ETS BY CUTTING OUT TO SOLID SURFACE, FORM KEY, AND THOROUGHLY WET BEFORE PLACING PATCHING MORTAR CONSISTING OF 1 PART CEMENT TO 2 PARTS PINE SANO; COMPACT INTO PLACE ANO NEATLY FINISH TO MATCH SURROUNDING SURF ACE. Gfl!OUT oR FILL SURF ACES TO PRODUCE LEVEL, TRUE PLANES .. 9. ALL CONCRE'IE SHALL BE THOR0UGHLY CONSOIJDATEO BY SUITABLE MEANS DURING PLA<:eMENT /\ND SHAI.L 8£ THOROUGHLY WORKED AROUND REINtORCEMENT AND EM8£DOED FIXlURES AND INTO CORNERS OF FORMS. ·0r1ve flt (l,f,. OCJI'---.... Ii SIMPSON HARDWARE NOTES THESE NOTES ARE PROVIDED TO ENSURE PROPER. INSTALLATION OF SIMPSON STRONG-TIE CO., INC .. PRODUCTS /\ND MUST BE FOLLOWED FULLY. 1. UNLESS OTHERl'ftSE NOTED, BOLTS /\NO NAILS CANNOT BE COMBINED. 8d, 10d, ANO 16d SPECIFY COMMON NAILS. 2. UNLESS OTHER'MSE NOTED, HARDWARE IS FOR USE WITH N0.1 DOUGLAS FIR-LARCH UNDER CONTINUOUSLY DRY CONOITIONS. OTHER SPECIES OR CONDITIONS REQUIRE IMMEDIATE NOTIFICATION OF THE ENGINEER PRIOR TO INSTALLATION. 3. ALL REFERENCES TO BOLTS OR MB'S ARE FOR STRUCTURAL QUALITY THROUGH SOUS EQUAL TO OR BETTER THAN ASTM STANDARD A307. 4. A FASTENER THAT SPLITS THE WOOD WILL NOT TAKE THE DESIGN LOAD. EVALUATE SPLITS TO DETERMINE IF THE CONNECTION WILL PERFORM AS REQUIRED. DRIER WOODS TEND TO SPLIT MORE EASILY AND SHOULD BE EVALUATED AS REQUIRED. If WOODS TENO TO SPLIT, PRE-BORING HOLES (PER THE NATIONAL DESIGN SPECIFICATION) MAY BE REQUIRED. 5. WOOD SHRINKS ANO EXPANDS AS IT DRIES ANO GAINS MOISTURE PARTICWLARLY PERPENDICULAR TO ITS GRAIN. SIMPSON MANUFACTURES ITS PROQUCTS TO FIT COMMON • DRY LUMBER DIMENSIONS, . If YOU NEED A CONNECTOR DIMENSION, CONTACT FACTORY. 6. ALL SPECIFIED FASTENERS MUST BE INSTALl.ffi .ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON CATALOG. . INCORRtCT FASTENER QUANTITY, SIZE, TYPE, MATERIAL, OF FlNISH MAY CAUSE THE CONNECTION TO FAIL 16d FASTENERS ARE COMMON NAILS (8GA. x 3 1 /2") UNLESS SPECIFIED OTHERWISE. 7. INSTALL ALL SPECIAED FASTENERS BEFORE LOADING THE CONNECTION. . 8, ALL SIMPSON COMPONENTS SHALL BE GALVANIZED FOR EXTERIOR EXPOSURE. PROJECT DESIGN CRITERIA . CODE: 1997 UNIFORM BUILDING COOE/2001 CA BUILOING CODE 1. GRAVITY LOAD A. LIVE LOADS i. MISCELLANEOUS / PEDESTRIAN . . . . . . . . . . . . 100 PSF B. DEAD LOADS i. BOARDWALK . . . . . . . . . . . . . . . . . . .... 1 O PSF 2. L/\ TER/\L LOADS A. SEISMIC I = 1.0 Z = 0.4 Na = 1.12 Nv = 1.36 SOIL= So R = 2.2 8. OEfORMATION COMPATIBILITY -DESIGN AND ATTACHMENT OF ELEMENTS TO THE PRIMARY STRUCTURAL SYSTEM SHALL BE CAPABLE. OF ACCOMMODATING LATERAL DEFLECTIONS DUE TO SEISMIC FORCES PER UBC SECTION 1633.2.4.2. • • UARO CABL .FENCING NOTES: ~. Ground shc:111 !>e oracsed before fenee cons-tructlon beoln5, Locollzed ground depression$ relllCJlnhg th<it are more tl'la1 3 Inches Cklei:> shall 1>e e11tn1nate<1 bY properly placlno corrpocted fHL •• • 2. All .me-tot ports of fenc:8$ and oo-t•s shoH w <;olvonized. new mc-terlals, oriel all p0$ts $hall be f!tted wl1'h drlve-ftt cups. ~-·LJQnt-lOht metof lnser--ts shall be sl\ee-t 11111tot -tube wl-th r.o. ¾ • greo-ter than post 0,0. GrQU-t p($4ts with neat gr-ou-t of one par'!' c-n't -to -two parts woter or, !f approved b't the Engineer. wlth sulphur. Ugh't weJQn 1· metal Inserts ◄• The fenclno on bridges, heoctwolls and wlOQwatls .shon be installed In such o . manner thOt there <ire. no openfnQa or ·,;iaps whleh In the opinion of -the ~ could b• haz.ordous.. 5. Unless otherwise dtrechKl, cons-truct f~e with C<lble fJ.2' Inside R/W llne. Or:'fve flt G,J, COP-· -• CHANNEL IJALL. ELEVATION RIGHT OF. WAY ELEVATION .. • •. Ct!UNT'r ENVtM,IBITAL ~NT ·Ad!tfcY . •.• • ·•Dl!ta: .I~ -4r·C-E!;,_ ---t• R!N. ff># • llhd!lll '-' re,,nr, ........ • • Wwirii GUARD CA:BLE FENCE ·sro. PL l4l3 At RIW IIIOl'IUll1eOT&, 11trodclle monumen-t with PoSTS set ?.5' awov from monumant. . - 6. Cobles iStloll be stretoned and • foatened With 2 cable cl<llqls at each oncl'\Or post at 16 f"t on oen1"er. Nuts eholl be welded -to cl(JITC)s or• covered with. on epoxy put-ty (J.B. Welo or equal> to prevent removal. 7. Anchor posi"s .shall be OJved with ¾• st-eel truss rod& €1$ shown. a. .Ptpe fc.-feno& sh!GII c.oni'orm -to AS.TM A-12111. Golvanl;i:lnQ shall ooirpty wtth ASTM A~l2:S. • 9; .lllbere used· for r!Qht~of-way <letl'leot!on and to rea:-triet -vehicular access, . -the lower strand of cal>le JJl!3Y be deleted at .tne Of)Tloo of -the E:nolneer. Where usa<I In conJunctTon with blcvcie tr.oils, ttle fence $holl hove autflclen-t re-flectodzed morkinOa to be villlble from a rinlnJ111 of 300 feet. except wnere fet'lelnO Is • poroUel to the -tr'alL STD. PLAN 14l3 SPE.CIAL PR~OVISIONS -. GUARD CABLE FENCE SHT.20f2 I ~:T1 EXIST. CONlROL LINE I CONTROL LINE I I C&G~ I NEW S/W 00 s L ,. 1-- .... .'2. 2x8 Ql(ING, ~ 14--1-- tf ,: CONlROL LINE I I I 0 ~:1. I il'i i ~~ 15 I ·\ ffl ! BEGN / ENO BOARDWALK PLAN STA. 14+28.00 & STA. 19+33.00 ~ "' !; .. ~ ,. .... SIMPSON LSTA9, TYP (1 EA END) X < ::E b I « - CONTROL LINE I NEW S/W HQ.lt: ADJUST BEAM AND FINISHED SURF ACE OF DECKING TO MATCH SURF ACE OF EXISTING CONCRETE STRUCTURE (TYP, 2 PLACES) BOARDWALK AT EXIST. CONCRETE STRUCTURE PLAN STA. 18+02.00 TO STA. 18+12.00 EXIST. I C&G .k : I a::: ~ 0 0 REMOVABLE t-,3--,..- PANEL 4 ( CENTERED ON MH OR PULLBOX I I I +i I I I I BACK FACE OF CURB 6 x B W/ 1' 6" C T'L OPPED g • 0 i::-~~ 0"' ~ 00 ,. .... 6 X 8 w 2·-CA L DR ED ~ ,0 )( Ji::-..,.og 3'-0 MAX 0"' I~ "' 0 TYP BELOW TYP.) 4--1,-1-tt- SIMPSON LSTA9, TYP • (2 PLACES) b I ;... V;f • 0 I lo ; 0 0 EXIST, MANHOLE STRUCllJRE WHERE OCCURS CONTROL LINE I I I 4--J REMOVABLE PANEL PLAN BACK FACE OF CURB STA. 14+43.92, STA. 14+60.79, STA. 16+06.62, & STA. 16+44.33 111 CD --"".v-@2 OE:CIC!O I. . -CAISSON • · 0£TAIL FRAMING PLAN FOUNDATION PLAN SCALE: ¼.'" =; 1 '-0,. SCALE: ¼"' • 1•-0• • 1!1Q1t;_ ALL LUMBER SHALL BE PRESSURE lREA TED OR OTHER"MSE AS REQ'D FOR WEATHER RESISTANCE. FOOT lRAFFIC ONLY. NO VEHICLES PERMITTED. BOARDWALK FRAMING AND FOUNDATION PLANS SCALE: ·x•·-1· .... o• ~~T, 14L t. . • ,r o.c. r .,..,------J _ _j_ __ EXIST. OR z NEWC&G " ffiEl( 2 X 8!1$24 DE0<JNG OIi APl"RO\l!I) EQUAi. SIMPSON A31 AS- (2 TOTAL) CAISSON 1£ 9• ,---;-(2) STAINLESS STL f!O SCREWS W/ 2" EMIIOIIIT INTO. EA 2X Bl.OCl(S, Tl'P 6" POST ANO CASI.E RAILIHG 1111H AlUR S1IWllS 1lF CAEl.E PER OCEIIA S1D owe 1413 ON SHEET 2. i,---(2) STAINLESS S1I. flO S0RE1IS W/ t' ENIIEDMENT INlO 4x 1· 3 PLACES (6 lOTAL) EXIST •. 42" OR 54". RCP SO WHERE I :tl:::f::::::;-::=;-:-7f-..cii"P'!~E::'.Ar=:;:s~ ! _ @~~ ~DETAtl OCCURS PIP~------,,,,.,.,,. ____ , ,,,-----1--... ,., 2X6 P11lF Sill PlA1E Tl'P -... ' W/ 9f CIA. • 10' 1B O 48" '- 0.C. W/ 7" MIN aa!ilMl!ltT '- liQlE.., ~. 1IWF1C SIGNAL OOIIDUIT • NOT SHOWK f1:III. WRIT\', SIE COHS1RUC1ICIN N01£ 14. \ \ \ \ \ l-+-L ~ llOAllllMI< SEG'IIOII W/ CAISSllltS O 8 FT O.C. SIIOIIIL AT 51111.AR CGl!lllll0N W/C/!JS'/DllS O t2 FT O.C. 1'ROW)£ ·Alll>'l.. JQIS1S & f"AS'lEIEIIS P£lr 1'LAN fl3 TIES • a· o.c. • • 4 16 VERT. 1z El(P Jr AUER IIATI. Tl'P . ---,-SIMPSON GLBT512, W-5.5", TO CAISSON W/ 1Ji" NON- SHRINK GROUT, TYP BOARDWALK (8' SPAN MAX) CAISSON. SECTION @ N.T.S. EXIST. OR NEWC&G CONlRDL LINE a· 6" SIMPSON A34 8EYOIIO. (210TAL) 2x lllDCK'C BE'IOIIIJ, TYP (2) SJAR.E$S S11. flO --ilE't'IH!W/'i' £lal11Nt. ~ EA. 2X fllOCl<S.TYP 'IREX.2·• 8 HS2f DECl<ING OR APPRO\'El)EQUAL {2)5111&1111 1'34 l!EYOIID (EA IIIO) CAISSON t TYPICAL SECTION @A ... N.T.S. STA. 1#38 TO STA. 14+62 STA.14+73.TO STA. 18+01 STA. 18+13 TO STA. 19.+25 ~==~"=~: _ f(.,; I OCEMA. sm owe 1<113 ON !HIT 2. SIIIPSON 6 PC46, II · (2) ST~ S1l flO SCREWS IIEYtlNI>, W/ f' ElilBEDll8IT lNTO 4x rtP ,• • I 2 PLACES (4 TOTAL) l-+ I I ...i---~ OECKBtAM. & CAISSON BEYOND PER PLAN TYPICAL SECTION· @ HANDRAIL l'OST HAIIDaAIL POST a. e· POST .ANO CA11U1 RM1NC Vffll --..., n N.T.S. STA. ~01 10 STA. 1&+13 • 1• TYP FOUR ~ Cf' ~ PER OCBIA S'll> owe 1413 ON SHEET 2. I .,.,.,¼,,.· T7- 11 II II I I It 5't SQ. « 1HK sn. Pl.ATE GAI.V. AFTER. FMIIIICA'IION 1/t' l)IA; STAllll:E$S sttEl 801.T (4 ~) 8xBBEAM· STAINl£S$ S1'EEI. NIIT ,\ND WASll[R (4 REO'D) POST ANO CA8L£ RAIi.iNC 11TH FOUR S'IRANDSOf CABLE PER OOEMA $11l-Dll1l 1413 ON SHEET 2. 6x88EAM .... co a. s· ,--,---,,,.---- 0 HAN) RAI. " I I ~ S:. I I ~ ::-0 "' I ~~ I ;_:iY, ~ LJ ~ I:,, C> l 1<1 I I I I LJ 14, CONT <l #4 0 18" o.c. W/ HOOK BTM MODIFIED CA81..E RAIL END POST· BEY-ONO PER OCEMA 1413 (TYP EA END) S/W PER PLAN r--Ji" JOINT FILLER MATERIAL 71 ½" GAP TYP 2X BLOCKING BETVEEN JOISTS W/ (2 TOl) A34, TO SILL, T'IP 1REX 2 x 8 HS24 DECKING OR APPROVED EQUAL • JOIST PER PLAN SIMPSON A34 2 EA, TYP <I • ,,, z :i 2x8 Pll)f SILL PLA 1E TYP W/ '6" DIA-X 10" AB O 48" O.C. W/ 7" MIN EMBEDMENT • • (2) #4, CONT,. -4~~~7 T & B, T'IP-<l d 12" l!lQlt;_ SS #10 SCREWS NOT SHOWN FOR CLARl'TY 5' -0" MIN TO DA 'l'UGHT ..::,-,:A~BU=-· -"-"'I N.c.=E=c.._N-'C..T_S--'-""E=-"'C_T~IO_N_@B N.T.S. ---/ - • d <I <Cl ---- NEW CONT FOOTING_,,_..,.. &: RElNF. PER TYPICAL SECTION ( 4) #4 x 12" LONG EPOXY COATED D<iW£Ls AS SHOWN &: CENTERED ON JOINT. DRILL 1" DIA. X 6" DEEP HOLE & USE NON-SHRINK GROUT, TYP (E) CONC. SD JXN ----s. STRUCTURE BEYOND. SEE PLAN FOR LOCA llON L\ <1 d 24" \ l!lQlt;_ .EXIST. TRAFFIC SIGNAL CONDUIT NOT SHOWN FOR CLARITY. SEE CONSTRUCTION NOlE 14. \ EXIST. 42" OR 54" _/ \ ~ DECK FRAMING NOT SHOWN FOR CLARITY RCP SO "M-IERE \ OCCURS PIP ¼ SAOOlE MADE UP Of e· X5 Jr '!Yi 1HK sn. 10P PI.AlE W/ 2EA 5'i" X&l(• x¼" 1MK STL FLANGES AS SHO'llN, GALV AFTER FNRCA110N ~..,.,..,-r::.--<. 2 Pt.ACES ¼ 5"· -r,-,----r......--<.. 2 Pt.ACES ¼ 3" SIIIPSON Gl81512. w-s.s•. " c2> we 801.TS. TIP SIMPSON PC46, T'IP DECK JOIST PER PLAN, TYP SIMPSON LSTA9 SlRAP PER PLAN I • • ■ • . . . . 0 • DECK BEAM ~RPLAN,TYP-~/--;'?~F""'i~"'-----._ SIMPSON GLBT512, W-5.5", TYP TO COL W/ 1)i" NOii- SHRiNK GROUT <I " II II 11 <l 11 11 <1 II II II u ,'.] u <I <1 \ SIMPSON PC46 TIP lREX 2 x 8 HS24 DECKING OR APPRO'IEI) EQUAL --CONC. CAISSON PER PLAN, TYP l!IQlt;_STAINLESS Sn. #10 SCREWS, DECKING TO DECK JOIST, NOT SHOWN FOR CLARITY ~ s ~N~.T~.S~.-=-=.::c...;;..:.:::...,:.-c-==-_......=.___ · l i'3 j 1n ~ l!: ' -' ~ CCNECTION OETAL ® ~~CK TO CAISSON DET AL ®2 ~ ! C-3652 ~· l ~=~-,-------,---'------,--',<::~~~~-;--,ADD.;;;;;i.i;.:;;;w;..;;.n-'--1APiiimiiii"""iimw~n-~;;;;p;roviii:REOOiroNOE1l-TimoouiiEffi:iMEiro1-T-----------------7~~ ::: ·y· •. APPROVAL RECOMMENDED APPROVAL RECOMMENDED APPROVAL RECOMIIDIOED APPROVAL RECOMMENOED Is! c t DOVER DRIVE STREET IMPROVEMENT PROJECT ~ ~ . Y!... . ~~~ PRINCIPAL CIVIL ENGINEER • STRUCTURAL DETAILS : i cl 17801 OARllRGH:f ROAD (949) 47+-lo!OO TEL GENERAL SERVICES DIRECT-OR . ' UllUTiEs .DIRECTOR lRANSP &: D£V SERl'ICES MANAGER R.C.E. NO. 43003 AND TYPICAL SECTIONS ~ ~ :=~:~-:.. • •. • lll'IINE, CA n&lf (949) 261-8482. FAX R.C.E. NO. 45521 i-:D..:A..:TE:.=:==:::;:;:;:::::;:::==1--------------,--::::-;=-=;:-~ l ; cou1_::~REE .~lHE ERVIS.~Of: ,..._,,_012 DATE _______ 1DATE _______ 1DATE ________ 1DESIGNED DRAWN CITYOFNEWPORTBEACH R-5858-S o, 117-1800 '0 " -~ " " 0 f.,CH=Ec°"KED=-....=.::=t::o::-:ATE;;:--'~"""."'15""':"'iH PUBLIC WORKS DEPARTMENT SHEET 3 OF· 6 I ! lWO WOR1<tNG DAYS BEF0R£ YOU DIC l~::::::..::~J ____________________________________________ -,-________ __J_!:O~A~Nl!:E'.~J[::.!:H~A~·;e.-~R,:.:C:;!.E::.·...:6~3'._l_t3:,:2~ ____ _'.:0~A:.;;TE:_L _______ j_ ________ _L ________ -.JL__ ________ ..L... __ ___,='----='-'-"'-'=i.------------~------ MODIFY TTG O / (E) CONC. STR ROOF SLAB W/ (3) CONT f4 BARS & LEVEL'G PAO AS SHOWN EXIST. C & G SEE PLAN 1" DIA. STAINLESS. STL LAG BOLT HOLD DOWN W/ 2" MIN EMBEOMENT ( 4 TOTAL) @)EXCAVATE AS REQ'O n REMOVABLE ACGESS PANEL OVER EXIS11NG MANHOLE STRUC'TURE OR TRAFflC SIGNAL PULL BOX. FOR AOO'l INFORMAtlON SEE ffi 3'-0" SQ. MAX .,,,~--~-1 ,./ :, .:: 1 , ' • -_;:-::-("_-,..,;:;;.""",_"""'''-'·~~,,:-~ J--••• --·~---- ..,__._ ~'---'rl--·..,.,-~. l-( ) ......, ' ''---+....:....1--':..,,,....:c---"'"'-DEct< BEAM, RAILING . • •• • : 1 -... -... & CAISSON BEYOND '·-·'--··-·•····-···--·L--.•• ••• PER PLAN -., _;.. ... -• ··i . Ci:::.l OON1' FTO ·, #4018" DOWELS AS SHOWN.---' DRILL 1" DIA. X 6" DEEP ~-., -::-:;__ V \.V ~ TYP .. ' ,, -..,. _j • ',,/E.G. ' HOLE & USE NON-SHRINK "> EXISt. C0NC. SO JXN SlR, a 1,1H. ~~ GROUT, TYP 1" DIA. STAINLESS STL LAG BOLT HOLD DOWN COUNTERSUNK W/ 2" MIN i EMBEOMENT ( 4 TOT AL) '6 I ;,, PTDF SILL & AB'S PER SEC110N A ON 3, TYP ROUGHEN (E) CONC. STR TOP SURF ACE PRIOR TO PLACING LEI/E'l PAO. EXIST. 54• RCP SO WHERE OCCURS PIP AD.lJST EXIST. MH RIM OOWIWARO -~..,_ AS REQ'D TO Cl.EAR llOARDWAI.K SEC110N. (511111.AR AT 1RAFl'IC SIGNAL PUU. BOX, TlP,) BOARDWALK SECTION ..!...!Ac..!_Tc....!..R-=E=M=O-=-V-=---=A=BLE=·=--·• -=-.:PA'--=NE~· =L'-'--®F N.T.S. 3'-0" MAX CLR = CANTILEVER . DECKING AS REQ'D, TYP 511P llf24N TIP, EA END NOTCH DECKING FOR HAND HOLD, TYP CONSTRUCTION NOTES Ci) REMOVE EXISTING TYPE 'A' PCC CURB AND GUTTER. ® REMOVE EXISTING AC PAVEMENT. 0 REMOVE EXISTING PCC PAVEMENT. © CONSTRUCT 4" AC / 10" AB. © CONSlRUCT 4" .THICK PCC SIDEWALK. , 0 CONSTRUCT TYPE 'A' PCC CURB AND Gl)TTER, 8" CURB FACE. @ CONSlRUCT TYPE 'A' PC:C CURB AND GUTTER, 10" CURB FACE. ® CONSTRUCT TYPE 'A' PCC CUR6 AND GUTTER, VARIA6LE CURB FACE. @ CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-1111-L-B, CASE "H". EXIST. 12" AC PVMT EXIST. 12" AC PWT ~~MOVABLE PANEL PLAN ® @ EXCAVA 1E AND DlSPOSE Of' MAlERIAL AS REQUIRED FOR. BOARDWALK CONS1RUC110N, @ CONSlRUCT CONCRETE SWALE PER PLAN AND DETAIL 7 ON SHEET 4. (CENTERED ON MH OR PULLBOX BELOW TYP.) NE C&G ¾" DIA. STAINLESS STL 2 • BOLT & INSERTS W/ EDGE, END & EMBEDMENT SHOWN -- ( 4 TOTAL) 6" 9'-6" 6" L ( 5' -0" MAX) (3) 4" DIA. C.I. PIPES 6" TYP /14 DOWELS X 10" 0 18" 0.C. DRILL 1" OJA .. X 4" INTO EXIST. & USE NON-SHRINK GROUT INLET STR. 4• 2' INSTAil. • VARIABLE 1HICl<NESS AB ONDER C&G 2' CONTROL LINE VARIES (1 O' -15') EXIST. C&G UNCLASSIREO FILI- STA. 9+98.70 TO STA. 10+21.26 NTS CONTROL 5.0' BIKE LANE, TIP LINf'vAR ( 4.5' MIN 7.38' MAX) 6• EXIST. GRADE\ r ~nE=~ 2' lNSTAU. IIARIABLE THICKtlESS AB UNDER C&G 2' 2X STA, 11+10.70 TO STA. NTS CONTROL LINE h EXIST. TC ELEV PER PRoFILE 6' . . mP ..... -~ 13+82.87 STA. t9+33.00 TO STA. 19+54.00 NTS 2' 2' CONlROL LINE 4.5' TC ELEV PROFILE EXIST. 12" AC PVMT \ ~ INSTALL VARIABLE lHICKNESS .AB UNDER C&G EXIST. C&G UNCLASSIFIED All STA. 10+21.26 TO STA. 11+10.70 NTS 2' 2' CONlROL LINE EXIST. GRADE VARIES (5' TO 6') EXIST. 12• AC PVMT\ .:~ EXIST. C&G INSTAil.. VARIABLE UNCLASSIFIED All lHICKNESS AB UNDER C&G STA. 13+82.87 TO STA. 14+28.00 NTS CONTROL LINE VARIES (O' TO 5') 5' 17 I , EXIST. BLOCK WAU. ~--J (PROTECT IN PLACE) I . I 19+59 TO 19+66 LJ I hEXlST. TC ELEII ~ f---1 EXIST, 12" AC PVMT \ PER PROFILE I I ~ ,·, ~~~~~~~~~ --,. ...,. -- - -. ,..... --,.-.-.]._I ~777/,T;~-4 ~--~· j ---~ • • '"'--r:~J_l __ ~ LL LL~ .:... ~ 0 ~ -,-J 19+59 TO 19+66 3 i· 4 ' 4•. ; ; '-EXIST. C&G . • 1 (PROTECT IN. PLACE) l. .. •_: -• ' • STA. 19+54,00 TO 19+66.00 W (4'-3" MAX) . EW GUTTER & AC PAV'G SDEWALK TY~~~L SECTIONS·@ NTS TYP /14 0 16" DOWELS LENG1'H AS REQ'D USE NON~SHRINK GROUT (2 MIN PER SIDE) TYP•-,...,,.....-,~ • GALVANIZED MT 2.5x9.45 l,IQJE;. MT 2.5x9."6 TO FIT BETWEEN INSIDE FACE OF PERPENDICULAR WALLS a INTERIOR FRAME SUPPORT W/ Ji" GAi: EA SIDE 1 EA ENO, OPP SIDES. 11° ENO DISTANCE l' DIA. STAINLESS STL MACHINE BOLTS, TYP (2 EA PLATE TO WT, 4 TOT) 11 GALVANIZED WT 3x10 g__ i" DIA. x 5" STAINLESS STL • . NELSON S'TUD ANCHOR BEYOND INTO HAUNCH & CURB (2 TOT) REMOVE EXIST, CONC. CURB IN SHADED AREAS (TYP, 3 LOCATIONS) ROUGHEN JT TO MIN '4" AMJi"UTUDE, TYP EXIST STL GRATE, EMBEDDED FRAME, &: CATCH BASIN PROTECT IN PLACE "MC Rf111f:', • hiiHK>n CATCH BASIN INTERIOR FR~~ DETAL ® f OJA: STAINLESS STL MACHINE 80L TS, TYP t DIA. x 5" STAINLESS STL---. NELSON STUD ANCHOR BEYOND . INTO HAUNCH & PILLAR (2 TOT) (2 EA PLATE TO WT, 4 TOT) ¾" DIA. STAINLESS STL BOLT & INSERTS W/ EDGE, END & EMBEDMENT SHOWN (4 TOTAL) REMOVE EXIST. C&G AND LOCAL DEPRESSION IN SHADED AREA. REMOVE EXIST. LOCAL DEPRESSION IN SHADED AREA. E.O.P. NEW C& ____ 1_ I 1717 4+~6 ISOF'-'. C-r--1 1 llli~ CONC. I --~--:::ii II IE-=-- - -:::J 1E = -,_,.~ = = :::ii II I = = ,--..__ = = =ii I 41-1111« I I &r I CURB FACE OPENING :, .. ·,, CURB FACE OPENING ;,;o / 9'-6" PROTECT IN PLACE EXIST. LOCAL .DEPRESSION NEW C& < (J) 3> w< z 0.. 4• 6X6-W5.5XW5.5 • WELDED WIRE FABRIC " CENTERED IN SLAB _ __, INLET STR. ROUGHEN JT TO MIN ~• AM.PLf!UDE, TYP IF OPT CJ USE!> THEN-'--' f4 OOWELS X 1.0" 0 tlf• O.C. CENTERED ON JOINT IF USED ~LS FOR NEW GUTTER TO EXIST. LOCAL DEPRESSION NOT SHOWN FOR CLARITY. Uft<llff91'oua<II ••rvl•• Alfft Coll: TOLL FREE 1-IOO aa7-teoo ~!:T.~H BASIN MOOIFICATIONDETA1L 0 6" • SECTION B W (4'-3" MAX REMOVE E)(1ST. CONC. CURB lN SHADED AREAS (TYP. 3 LOCATIONS) 8EC1'10N A 1• X 4'-6" X 4' -3" A36 II!. W/ SUP RESISTANT & GALVANIZED FINISH, TYP tl.Qlt;,_ 2x2 ANGLE TO FIT BETWEEN INSIDE FACE Of' PERPENDICULAR WALLS W/ }i0 GAP EA SIDE CATCH BASIN lir-vrr-<.TYP GALVANIZED L 2 X 2 X ¼" CONC. SWALE 6X6-W5.5XW5.5 WEI.QED WIRE FABRIC CENTERED IN SLAB ROUGHEN JT • TO MIN ~• AMPLllUDE. TYP f4 0 1$" DOWELS LENG1'H AS REQ'O USE NON-SHRINK GROUT (2 MIN PER SIDE) EXIST. DEPRESSION PROTECT IN PLACE AND DOWEL IN AS SHOWN STL • PLATE ~~INF. DETAL @ #4 DOWELS X 10" 0 18" O.C. DRILL 1• DIA. X 4• INTO EXIST. CURB & USE NON-SHRINK GROUT APPROVAL RECOMMENDED APPROVAL RECOMMENDED APPROVAL RECOMMENDED PRINCIPAL CIVIL ENGINEER • R.C.E. NO. 43003 SEE SIDEWALK TYP SECtlONS HEREON ' I __ ..... <!i '.2 ,.,;r_,. e+-t--t---J----t--r-t--H-t--t--t-t--t---J---t-t-t--H-t--t-t--t--t-++-+-HH-t-+-t-++-+-+-t-HH-t-+-t-++-+-tt;jl-<'HH-+-+-+++-+-+-+-H-+-+-1--+--+--+--+--+-HH-+-++-+--+-.+-j 5 ,::; • . • ~ ----,- -----b ----,. ~v I '-"'v .f-1 :c 1-+-+-+-+-+-+-+-+-1--µµµµ--1--1-1--1--1--1-"-l-"-l-"-l-"-l-±;:;;.-f'""'-+-+-nar-+-rrr-r' ·"a<""tt--t-t-t-t::rrt-t-t-t-t-rrrrr-rt-t-HHHHH""1""1""1""1--t--r--r--r-t-t-t-t-t-t-t-t-t-t-t-t-t::::i--tf7"-t-t-t-t-t-t-t-+-+-+-+-+-+-+-+-t--t:::;:i;,l-t"--tt't-t;;lfi>t---+++++++++-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-H __ v I""" c;i1 ~ ;:.:: • -.r.,; , __ ,.1......... __..l.--"" --~ / 'l:I: 11-1 ~-J-..+-I--J.--1-1-.J.~tJ,l:!.1 i~--1:!·~ oll,!;!,·-;:j• :':'.v+-J--t_,jl-t-+-++-+· ·-J-+ .4-f---jf--t-f-++-f-t--il--t-+-++-f-t-f-f-T"T-f--f7-j-t-t--t--t-t-t-'-!-"1" 1 -t~e--rt--t--t-t7~7,t-:::1-"1"'-71--"'-rt'4~11ii iit,~~q-,-t-t-t-t'-t-i-t-+-++-J--t-irt-+-++-:-+-t-il-t--+-++-:-+-t-l-t1.-t-i-t-+-++-J--t-,l-t--+-++-+-+--il--l-+-++-+-+-l--l-+-++-+-+-H _,,., ::==,. ~ __ ,,_-'W I. . V 1-. ' . •J3v ... 1..--.... I -I . ..,..._. f--+--t--+-+--11--+-+--+-"'~[J_ .. ,_. rt!TC!.f.--J-+++-+---1-+++-·H++H-t+-I-H-t-+H-++-I-H--t-'-t-H1-J-rH1-t-H1-rrH1TH1-rrH1TH1-r1H1TH1-r-t-H1i-H-t--t--r-H-i-i-H-t--t--r-H-i-i-H-t-+-r-H-i-+H-+++-H++H-++-l PROFILE SCALE: HORIZ: 1'=20' VERT: 1"=2' I / / --------- --- 10+00 lllftciff.,..., .... •ffYI,.. Al•rl Colle TOLL FREE 1-eoo 117-1800 1WO WORl<INO DAYS BE'FORE YOU DIG I I 11+00 18""'9 . 14+00 16+00 -z CONSTRUCTION NOTES 0 REMOVE EXISTING TYPE 'A' PCC CURB AND GUTTER. @ REMOVE EXlSTING AC PA\IEMENT. CD REMOVE EXISTING PCC PAVEMENT. '..... ----------------~------------------ - ---------Z GRAPHIC SCALE 0 REMOVE EXISTING PCC CURB ACCESS RAMP. ® CONSTRUCT 4" AC / 10" AB. -------------- -------------- 0 10 20 40 60 80 100 -1 __,!_-......... ,~: -·._J __ i--1_· _ __.I • SCALE: 1• = 20' ------------ ..... --..... -----..... © CONSTRUCT 4" THICK PCC SIDEWALK. (j) CONSTRUCT TYPE 'A' PCC CURB AND GUTTER, 8" CURB FACE. © CONSTRUCT TYPE 'A' PCC CURB AND GUTTER, 10" CURB FACE. ® CONSTRUCT TYPE 'A' PCC CURB AND GUTTER, VARIABLE CURB FACE. @) CONSTRUCT PCC CURB ACCESS RAMP PER CNB SlD-181-L-B, CASE "H". @ MODIFY EXISTING CATCH BASIN PER DETAIL 4 ON SHEET 4. @ ADJUST TO GRADE EXlSTING CABLE TV PULL BOX. @ CONSTRUCT 5' -6" WIDE BOARDWALK PER PLAN AND SECTION A ON SHEET 3. @ RELOCATE TRAFFlC SIGNAL CONDUIT & PULLBOX TO EQUAL DEPTH RELATIVE TO NEW FINISHED GRADE · @ MOOlFY BOARDWALK FOR EXISTING lRAFFlC SIGNAL PULL BOX PER SECllON F ON SHEET 4. @ MODIFY BOARDWALK FOR EXISllNG STORM DRAIN MANHOLE PER FRAMING PLAN ON SHEET 3 AND SECllON F ON SHEET 4. @ CONSTRUCT 3' HIGH SILT FENCE AND MAINTAIN IN PLACE DURING CONSTRUCTION. @ EXCAVATE AND DISPOSE OF MATERIAL AS REQUIRED FOR BOAROWALK CONSTRUCTION. @ INSTALL 4" TYPE H ONE WAY YELLOW RETRO REFLECTIVE MARKER PER • CAL TRANS SID. PLAN NO. A20A. @ CONSTRUCT CONCRETE SWALE PER PLAN AND DETAIL 7 ON SHEET 4. @ CONSIRUCT CURB DRAIN PER APWA SlD. PLAN 150-1 WI CASE II INLET & /3) 4• C.L PIPES DISCHARGING INTO MODIFIED CATCH BASIN PER PLAN AND DETAIL 4 ON SHEET 4. ® CONSTRUCT1 MAINTAIN, AND ESTABLISH WEllAND VEGETATION PLANTING INCLUDING \12) 1-GALLON RED WILLOW TREES AND NATIVE SEED MIX AREAS AS SHOWN ON PLAN, IN ACCORDANCE WITH THE PLANTING SPECIFICATIONS, AND PER WETLAND PLANTING PLAN INCLUDED IN THE APPENDICES OF THE CONTRACT SPECIFICATIONS. LINE / CURVE TABLE CURVE . LENGTH RADIUS BEARING/DELTA TANGENT A 22.56' ---N3S27' 49"W B , . 89.44' ---N20'39'34"W C • 30.23' ---N26-07'48"W • i-,Dr-1--:::-20:::3""_0:-::2,.-, -1--4.,.,5"'5.,,_o""o·,--1-'-2c-:s"'•3"'3""•5ccr""•"--l1--,-03-_-23~.-1 E 28.33' ---N0911'06•E E1 45.93' 350.00' 7°31'10"' 23.00' F 64.78' ---N16°42'16"E . . ' ! ! 1 i j i ;;;! ' z ~ i;: • I < 1 C-3652 !!! 1 pt .... ~ i'K".m7-.. v.------------,--.....,:;;,;~;~,---.-;;APP=Rov=AL'.-;:;;RE;:-;COM:;:;· ;;;M-;;:ENOID=_~--rA;-;:PP:;:;R:::o~v-;;AL-· R:::E:::c:::OM-=MEN=o:::E=-o ---,.APPRO=::::v:::AL:;--;:RE;;:-COM=· ::-:MENDE;:;:. =o:----.-;;APP=Ro;;;v;;;A'L "RE"C"'OM'"MENDE==o---r----------------==--:===---1 ! ! ,JA~ VA Consulting, fnC. ~~00 DOVER DRIVE STREET IMPROVEMENT PROJECT "'!la_o !, · H !180! ~--• sv;;;::4-l400 m. • f No. 6:13~ ~ GENERAL SERI/ICES DIRECTOR · uiiutlES iliREcr-OR lRANSP "' DEV SERVICES MANAGER PRIN~<:'s.~L ~~~o~EER DOVER DRIVE i ! co. ll!WIE, CA 112614 • (t48) 261-FAX· Exp. 06/30/08~lm R.C.E. NO. 45521 ~O::;.ATE=~===r.::~~===l----_:_(S=-T_A_. 9::_+_9:_:8:...·::....70.:.....:T...::O:.......:_15=-+,o=-o~-,::.00.::,)'._ __ -=-I •• ! UNOL□. .....,E SUP f'RVISl1.7 o or • ,.,, 1 )7!_ / '." . • / ~~ CIV\\.. ,d. ,$:-..,. DATE -------1 DATE------DATE _______ ·:_DE=S:-:::IGNE==-O----OJH--+-DR--A.,..WN_JWW=l/0.il= CITY OF NEWPORT BEACH R-5858-S ~ 1, h~· /~~ ✓~ ✓--f'=;--ff~l:,;,.~~:::;;;~.-~JS-::::-LJ. l,(~-o~,~9.--.j ~vr _\A\'c.\_:.,; :1/ ~ p; DANIEL J./Fj.All:.; I R.C.E. 63132 DATE ~ CHECKED 0..1-1 DATE 5/15/08 PUBLIC WORKS DEPARTMENT SHEET 5 OF 6 ~ l -• --- -v -v ~ g . ' I "" 1-- "' ~ ~l"l _$ < C _,_;. --. ~I~ ------ffj .. ~ IC-~ -v ~ '!' ~ -_, -~··~rl:.lsf-9r ....... -d!-t-t-1~L....rt-1¥!-d.:'io:+--+-J-l-+-++-+--+-J-f--,~-F-+-l--+-l-t-+-++-l--+-l-t-+-++-.,.+--+-+-l---+-l-l-t-+-++-1---4-1-t-+--l-+-1---4-1-t-+--l-+-1---4_j l--+----l---+-l--1--l-l--+----l---+-l--l--l;.._J--+----l---+-+-+-lf-,-J-f-++-+-+-lf-,-J-+-++-t--t-1f-..-t-+-++-t--t-i-t--t--t--t-t--i,t-t--t--t--t-t-7-t-t-t--t--t .-t--1-t-t--t--t--f"-t--:\f:t~ ~ h ' 1= t; . -~ v :,,-. • . .. 1-'--i---. v V i..--V v ,--- I..-i---• <.!) u . , ... . '.:--::,-. z . i - LO :c -~ ,_.-,-- w ~ 8 - :c 1-s ~~ -.,.,- --"' ~ I~ w 0 -ci5 c::i / v' . ,.t. .,.... ' ' . 15+00 ---• ------------- I ---- u""••t1ro1111<11 Oorvl•• Alert C<JII: TOLL FREE 1-aoo 127-2900 MO ' ss -- MO --- ss ss - MO MO 0 10 ! , ~;,; 20 i ' i.-,-- ----v ,__, --- V .,.. 18+00 17+00 I 18+00 C -~ .,! / I I I ' , ~ ~ . t,J -"' "" ,!. -_v ' I >-' - .,_. I 19+00 20+00 CONSTRUCTION NOTES CD REMOVE EXISTING TYPE • A' PCC CURB ANO GUTTER. 0 REMOVE EXISTING AC PAVEMENT. PROFILE SCALE: HORIZ: 1 "='20' VERT: 1•=2• I ----------_L~ ---------'-----------------------7'/_/_"'_/ ______ ----------------J~f# ------ CD REMOVE EXISTING PCC PAVEMENT. ® CONS'IRUCT 4" AC / 10" AB. © CONS'IRUCT 4" THICK PCC SIDEWALK . -----------•--------ss ss ss ss ss ----ss --ss / 0' I I I I 0' / I / / Lss,.....--..:....-55 _ _,._ __ / --•-----•-----------•-------------------------- 0 CONSTRUCT TYPE 'A' PCC CURB ANO GUTTER, 8" CURB FACE. 0 CONSTRUCT TYPE 'A' PCC CURB ANO GUTTER, VARIABLE CURB FACE. @ CONSTRUCT 5' -6" WIDE BOARDWALK PER PLAN ANO SECTION A ON SHEET 3. @ RELOCATE TRArnc SIGNAL CONDUIT & PULLBOX TO EQUAL DEPTH RELATIVE TO NEW FINISHED GRADE @NOT USED. N n .<> N • 19+54Jl0 ,.(e r-M.O ..,... "'1!1. M0 Ma MO ,,..... MO MO MO _,,,. ..wrr-h\O MlJ • ~ I---MO MO Ma MO MO MO· ® MODIFY BOARDWALK FOR EXISTING TRAFFIC SIGNAL PULL BOX PER SECTION F ON SHEET 4. @ MODIFY BOARDWALK FOR EXISTING CONCRETE PAD PER FRAMING PLAN ON SHEET 3. @) CONSTRUCT 3' HIGH SILT F.ENCE AND MAINTAIN IN PLACE DURING CONS'IRUCTION. @ EXCAVATE AND DISPOSE OF MATERIAL AS REQUIRED FOR BOARDWALK CONSTRUCTION. @ CONSiRUCT MAINTAIN, ANO ESTABLISH WETLAND VEGETATION-PLANTING ---------___ __,,,,,.,-- . GRAPHICSCALE 40 60 80 i i f SCALE: 1" = 20' ---... 100 I DOVER DRIVE INCLUDING {12) 1-GALLON. RED WILLOW TREES AND NATIVE SEED MIX AREAS AS SHOWN ON PLAN, IN ACCORDANCE WITH THE PLANTING SPECIRCA TIONS, ANO PER WETLAND PLANTING PLAN INCLUDED IN THE APPENDICES OF THE CONTRACT SPECIFICATIONS. @ PRUNE OVERHANGING ANO INTERFERING PORTIONS OF EXISTING TREES TO ACCOMOOATE CONS'IRUCTION OF BOARDWALK S'IRUCTURE PER PLAN, SPECIFICATIONS, ANO ISA STANDARDS • I z I ~ ! ,i N ~ l I ~ ~ ;;;:;:;~fuvE·==============~r---"~-=s-~-~i-;,;;;~,;;;;;;iiij,.j~-:-,-;;;;.~~~;;;;:;;---,.;;;;;;;;;;;,~:;.;..;;;;;;;;:;;---"T"ioiioiiii,ii'DMmiun~---,---------~C~-~3~6~5~2-i~ ~ nfQ. 0 • ~ APPROVAL RECOMMENDED APPROVAL RECOMMENDED APPROVAL RECOMMENDED APPROVAL RECOMMENDED -El • . . . ·!m_·A· C~~~ ~ ~ ~ ~0 DOVER DRIVE STREET IMPROVEMENT PROJECT ~ ; _,, \~ PRINCIPAL CIVIL ENGINEER DOVER DRIVE ~ w CONSULTING 1:teat CARtlWIIGHT RO~ (9411) 474-1400 TB. -~ No.. 6J132 ~ GENER" SERI/ICES DIRECTOR' UTIU 11⇒ DIRECTOR R.C.E. NO. 43003 -t::l 6 -IR\,lNE, CA. 92614 (9411) 261-8482 FAX I!! Exp .h.n/ '.!,l -t.::, TRANSP lit D£V SER\,1CES MANAGER (ST A 15 00 00 TO 19+66 ~ ~ U~N/:. [.· syf _;·,.ER~··•S Of : .-~ • ~~-:;I:~ DATE--------DATE--------OATE_R_.c_.E._N_o_. -45_5_21 ___ r:~:;:~GN~ED;;===r,;;OR;;A~WN~=,m.='"t---__'._=..:._:...:.:.· ~-+~_:_· =-=.....:_:::.._:~~_:_·0::_:0::::)'._ _____ -1 ; i.· .,.." I J:._i!. ':.--11.-ce ,,, _. CA\.~ t-:::7.:-~~oJH~==--'J=ww~ CITY OF NEWPORT BEACH R-5858-S • L_-_--_~_M_~_•_EFORE_~_~_....1 _________________________________________ ......,. ______ ......J~D~~-l~€1✓-....... 1v~-H~A~1'MF-_R~-~C-~E-;...:.63~1~~::..... ___ _;:D~A~rr=-i..._---------.L.--------1.--------L--------1.~_Ec_~_o_~D~Jl:!LoA_~_2~~·1~qft~oa!.L__.'._PU~B~L~IC~W~O:R:K~S~D~E~PAR'.:'.'.:T~M~E~N~T__Jls_Hm_~6~~:::_~6~i~ • CJ )<