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HomeMy WebLinkAboutH_5165_SCITY OF COSTA MESA PAC/Fie ~ PROJECT LOCATION JOHN WAYNE > AIRPORT C'.;4, ½u 0'a ~ CITY OF IRVINE \JNi'i£RSln' VICINITY MAP NOT TO SCALE SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) • POWER POLE AB AGGREGATE BASE ARV AIR RELIEF VALVE OSCO SANITARY SEWER CLEANOUT ACP ASBESTOS CEMENT PIPE ® SANITARY SEWER MANHOLE AC ASPHALT CONCRETE BC BEGIN CURVE ® STORM DRAIN MANHOLE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE +0-FIRE HYDRANT BLK BLOCK CATV CABLE TV □WM WATER METER BOX & SERVICE Cl CAST IRON DPB PULL BOX 't CENTERLINE CNB CITY OF NEWPORT BEACH DGM GAS METER CL CLASS CLR CLEAR 01/N WATER VALVE C&G CURB AND GUTTER E EAST/ELECTRIC POWER POLE ANCHOR EC END CURVE ,6,. MONUMENT ECR END CURVE RETURN EVC END VERTICAL CURVE -x-x-x-FENCE EXIST EXISTING FDC FIRE DEPARTMENT CONNECTION BLOCKWALL FLG FLANGE ~ FE FLANGED END TREE FL FLOW LINE FM FORCE MAIN (l {J SHRUBBERY G GAS _LLL .LLL. .LLL ..Lit,(. ASPHALT PAVEMENT GV GATE VALVE GB GRADE BREAK : : :: ;:; : : : ;: : : ;: BRICKWALK GE GROOVED END IP&T IRON PIPE AND TAG 1· • . • I CONCRETE LT LEFT ~.!'.l'..!'..!'.l'.i!'.l'.l'./j M.L.L.W. MEAN LOWER LOW WATER BUILDING MAX MAXIMUM EXISTING CONSTRUCTION MJ MECHANICAL JOINT ----MINIMUM MIN -----PROPERTY LINE NG NATURAL GROUND N NORTH NEW CONSTRUCTION NTS NOT TO SCALE NO NUMBER ---'t--CENTERLINE OG ORIGINAL GROUND ----S----SEWER LINE PE PLAIN END PROP PROPOSED -----w-----WATER LINE PB PULL BOX RCP REINFORCED CONCRETE PIPE ---G---GAS LINE RET RETAINING RT RIGHT --E--ELECTRICAL LINE SCH SCHEDULE s SEWER --T--TELEPHONE LINE sea SEWER CLEANOUT -CATV-CABLEVISION LINE SMH SEWER MANHOLE SHT SHEET --SP--SPRINKLER SYSTEM SW SIDEWALK s SOUTH --¢ STREET LIGHT SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE -0-SIGN STIL STEEL T TELEPHONE w WEST/WATER W/ WITH LEGEND I I AC PAVEMENT I; . I PCC IMPROVEMENTS PUBLIC WORKS DEPARTMENT 26TH STREET TIDE GATE STRUCTURE AND BULKHEAD IMPROVEMENTS CONTRACT NO . 3657 "' !s! s' _ ____, il5 ,__ iJ -i -~ 28TH DA TE: dvr..usr 3 2 00 7 DATE: ~ ,!/LJ7 # .£ ~ i' \, -.l=_==~r--;.;:; 26TH S7REET PROJECT LOCATION LOCATION MAP NOT TO SCALE GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE 'MTH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIF'rlNG THE ACTUAL LOCA TlON AND ELEVh TION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTIED TO GRADE BY OTHERS. 5. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE ANO GRADE OF EXISTING IMPROVEMENTS UNLESS NOTIED OTHER'MSE. 6. CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE BAY AND BACKFILL 'MTH SAND 7. ALL REBARS SHALL BE EPOXY-COATED 8. CONTRACTOR SHALL PROTECT THE STREET FROM llDAL FLOODING. CONSTRUCTION NOTES G) PROTECT IN PLACE ® REMOVE EXISTING IMPROVEMENTS AS NOTED G) REMOVE EXIST. BULKHEAD, COPING, TIE-RODS, ANCHOR BLOCKS AND CONSTRUCT 16-FT DEPTH CONCRETE SHEET PILE BULKHEAD, COPING, DY'MDAG SYSTEM TIE ROOS AND ANCHOR BLOCKS PER DETAILS ON SHEET 4 0 REMOVE EXIST. C&G, AND RECONSTRUCT C&G TYPE "A" PER CNB STD. PLAN 182-L ® REMOVE EXIST. C&G, AND RECONSTRUCT CURB TYPE "B" PER CNB STD. PLAN 182-L ® REMOVE EXIST. PAVEMENT, AND CONSTRUCT 4"AC/6"CMB 0 REMOVE EXIST. IMPROVEMENTS AND CONSTRUCT 4-IN PCC SIDEWALK ® REMOVE EXIST. IMPROVEMENTS AND CONSTRUCT APPLICABLE PORTl9N OF COMMERCIAL DRIVEWAY APPROACH TYPE I PER CNB STD-160-L-A ® REMOVE EXIST. AND REINSTALL STREET LIGHT STANDARD TYPE V PER CNB STD-202-L-A @ REMOVE EXIST. AND INSTALL NEW STREET LIGHT PULL BOX PER CNB STD-204-L @ REMOVE EXIST. TIDE GATE STRUCTURE AND CONSTRUCT TIDE GATE STRUCTURE INCLUDING SLUICE GATE PER DETAIL ON SHEET 2, REF TO CITY STD. PLAN 204-L & 206-L FOR CABINET MOUNTING AND PULLBOX. COOR DINA TE 'MTH CITY'S ELECTRICAL DEPARTMENT FOR LOCA TlON OF CABINET AND POINT OF CONNECTION. @ INSTALL AUMA CONTROLS ELECTRIC ACTUATOR PER MANUFACTURER'S SHOP DRA'MNGS AND SPECIFICA TlONS @ INSTALL BILCO TYPE JD-3AL DOUBLE-LEAF DOOR PER MANUFACTURER'S SHOP DRAWINGS AND SPECIFICATIONS @ REMOVE EXIST. CONCRETE CURB ON TOP OF EXIST. COPING, CONSTRUCT COPING OVER EXISTING COPING AND ENCASE EXIST. STEEL BEAM PER DETAIL "C" ON SHEET 4 @ INSTALL GALVANIZED STEEL BOLLARD PER DETAIL ON SHEET 2 @ REMOVE EXIST. 30" RCP AND CONSTRUCT 24-IN SDR-35 PVC @ REMOVE EXIST. AND CONSTRUCT CONCRETE PIPE ANCHOR PER CNB STD-314-L @ REPLACE IN-KIND 2-IN WATER FIRE DEPARTMENT CONNECTION TO NEW COPING PER DETAIL ON SHEET ·2 @ INSTALL STEEL VAULT LADDER PER IRVINE RANCH WATER DISTRICT STANDARD DRAWING G-4 @ REPLACE & ADJUST SURVEY MONUMENT FRAME AND COVER TO GRADE @ REMOVE EXIST. AND REINSTALL STANDARD STREET BARRICADE PER CNB STD-900-L @ REMOVE EXIST. AND INSTALL STORM DRAIN WARNING SIGN (CITY TO PROVIDE NEW SIGN & POST) @ REMOVE EXIST. IMPROVEMENTS AND CONSTRUCT 6-IN PCC SIDEWALK ' • ' ' . • i . ...------------------------------------------1. ' SHEET INDEX [j] Tl TLE SHEET W STREET IMPROVEMENTS PLAN [lj CONSTRUCTION PLAN FOR BULKHEAD. COPING, ANCHOR BLOCKS, AND TIE RODS 8) CONSTRUCTION DETAILS RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. r ' l i l ' ( ( ( . EL. + XX.XX = TOPOGRAPHIC ELEVATION (+XX.XX M.L.L.W.) = ELEV ABOVE OR BELOW M.L.L.W. (REF. DWG. R-5003-S, R-5258-S) C-3657 ' ...-----------------------r----------------------------.----------------------------,.;.-----------.---'----------r------------.-----------+------------r---------------------------------1/ REVIEWED: , CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BASIS OF BEARINGS: EMERGENCY TELEPHONE NUMBERS APPROVAL RECOMMENDED COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, 1983 NAD, (1991 .35 EPOCH). COORDINATES WERE DERIVED FROM 0.C. SURVEYORS GPS POINTS 6287 AND 6288. SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY 1-----------------------------l SBC/AT&T TELEPHONE COMPANY BENCHMARK: CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYORS BENCH MARK "J-782", A 3 ORANGE COUNTY SANITATION DISTRICT 3/4" ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST LOCATED IN THE ADELPHIA NORTHEAST CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND COX COMMUNICATIONS NEWPORT BOULEVARD. EL. = 7.142 FEET NAV088, 1995 ADJUSTMENT UNDERGROUND SERVICE ALERT DAY (800) 624-8153 (800) 611-1911 611 (949) 644-3011 (714) 962-2411 (714) 542-6222 (800) 422-4133 NIGHT (800) 624-8153 (800} 611-1911 611 (949) 644-3717 (714) 542-6222 (800) 422-4133 o~A~ GENERAL SERVICES DIRECTOR DATE: _.R._-_'.'2~-_0_:Y __ _ APPROVAL RECOMMENDED: ~-'ivE MYITT UTILITIES DIRECTOR APPROVAL RECOMMENDED: TONY BRIN C 5521 TRAFF! ENGINEER DATE: 8-/-lJ7 No. 19111 xp. 9-30-07 C l., TITLE SHEET LLOYD DAL TON, RCE 19111 ( ( . ( < ACTING CITY ENGINEER 1-----.--------...----------------------r----------1~ DESIGNED: DRAWN: H-5165-S FTT FTT CHECKED: DATE: LRD 7 20 07 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 1 OF 4 m u SL 1 CL u 0c'. a 0 INSTALL 3" PVC CONDUIT (INCLUDING HANDHOLE IF REQUIRED) PER SCE REQUIREMENTS SL CONDUIT 1 PARKING 1 METER 10 9 SEE ELECTRICAL 11 PLAN HEREON '--' o;,JUJ u f--4. 0 <O<O z ""!f""; u.J r--<0 ,I BEG BULKHEAD/COPING / 11+83.16, 24' L ! 2 CL u ,,, 8" 48" 8" 5• 10" rR/W --"4---_........, __ ~----= -+------'----,-+-'-- vJ---w +----W---+--W-+--vr--~~------11-"' IL STEPS I! r c• 10+50 t-----1--t--- W- --G --- w--- -t-----SL I --\ --+---~-----5L---"'t----j- ---G----+-G ---'---G - EXIST. IMPS. 1 BALBOA BOAT YARD PLAN SCALE 1" = 10' "' "> OJ m t--u... <O <ON +oo :::: r....: r--'. -----~ ~ I _;...--- FENCE & POST w z 1 EXIST. CONG. WALL END COPING AT FENCE 11+92.93, 21.18' R 12" i I d • . 4 : 8'' . 4. ' Cl() • • AUMA CONTROLS ELECTRIC ACTUATOR DOUBLE-LEAF DOOR BILCO TYPE JD-3AL. . 4 , •. . J . .. . • ., • ELECTRICAL CONDUIT • • ·J • PLAN VIEW OF VAULT SCALE 1• = 2'-0" 48" 13 A 24" SDR-35 PVC BULKHEAD JOINT @ CENTER LINE OF 24" PVC NEW BULKHEAD & COPING 5" 10" 5" STAINLESS STEEL UNISTRUT CLAMP #4 @ 6" OC EACH WAY (18" LAP MIN. REBAR; TYP. ALL WALLS) "'tr 12 8" EL = 8.67 TOP OF COPING (+9.00 M.L.L.W.) REPLACE IN-KIND EXIST. 2" FDC ____ ____ : I -~-----TO TOP OF NEW COPING EXIST. 2" W \ TO PRIVATE DOCK TIDE GATE STRUCTURE SEE DETAIL HEREON I , ____ EXIST. BULKHEAD & I I 11 -- --- -- -- ------- --- -- COPING TO BE REMOVED\ I I J L , \ y--L,---=----::_ -~ VEXIST. 2" W TO BE REMOVED r,;=_ =-=fr""· =.s I I I I , . ' : . - I I II CUT EXIST. 2" W FOR I 7 I BULKHEAD REMOVAL & CONNECT TO NEW 2" W EXIST. ~w\ -I-I __ -,,,:._1-:L.i:----~-=2_%_.,.,, .-.• ---,----N-Ew_s_w...,..,..,"""T-til : • ~ 4 • ~1· -~·~ ) I I I I EXIST. 2" W\ C~~~-~t::::=====:r:=======================::'J CONSTRUCT 2" W IN-KIND 6.5'± FIRE DEPARTMENT CONNECTION RELOCATION • ________ J JOIN TO EXIST. 2" W TO PRIVATE DOCK NEW COPING PVC CONDUIT PER SCE REQUIREMENTS n I L __ _ ------ L 30" RCP ,-, \ \------- \ I \ \ ',---E ~~--,-E ----1- I I I \ ' ' ' ' CURB BOLLARD 0 ,, 24" SDR-35 PVC I i1 ffi:.+-------'- PVC SCH 80 PULL BOX #3 1/2F PER CNB STD-204-L. LID TO READ "ELECTRIC" SERv1CE CABINET PER CNB STD-206-L (EXACT LOCATION TO DETERMINED BY ENGINEER) BREAKER AS REQUIRED. ELECTRICAL PLAN N.T.S. ;,, " 4 ;,, " , -- 12" 1,,,----4 1/2" PIPE 0.2 O.D. GALVANIZED STEEL 5" THICK, WITH ROUNDED P BACKFILL '111TH PCC. PCC CA /BACKFIL L WITH PCC I - #5 (TYP. AROUND ALL-~ OPENING MIN. 2" CLR.) RUBBER GASKET AROUND PIPE (SUBMIT FOR APPROVAL) 19 SLUICE GATE -+--STAINLESS STEEL ANCHOR BOLTS, NUMBER AND SIZE PER MANUFACTURE INSTRUCTIONS. r-1" RUBBER GASKET AROUND PIPE (SUBMIT FOR APPROVAL) 24" SDR-35 PVC C C L .::: N. T.S. NOTE: CONTRACTOR SHALL PERFORM THE (DIAGRAMMATIC ONLY, ACTUAL LAYOUT TO BE DETERMINED IN FIELD BY THE ENGINEER) BOLLARD DETAIL GENERAL NOTES 1. CONTRACTOR SHALL SUBMIT BULKHEAD CLOSURE PANEL DETAIL AND JOINT AT EXISTING BULKHEAD DETAIL FOR APPROVAL; ALL BULKHEAD JOINTS SHALL BE WATER-LEAK PROOF. 2. EXIS1lNG TIE RODS, ANCHOR BLOCKS ARE NOT SHOWN ON THE PLAN; CONTRACT SHALL REMOVE & DISPOSE THEM FOR NEW IMPROVEMENTS. 3. CONTRACTOR SHALL PROTECT AUL PRIVATE IMPROVEMENTS AT ABOVE AND BELOW GRADES; ALL COSTS FOR SHORING AND SHEETING SHALL BE AT THE CONTRACTOR'S SOLE EXPENSE. FDC RELOCATION IN COMPLIANCE TO FIRE DEPARTMENT REQUIREMENTS CONSTRUCTION NOTES (i) PROTECT IN PLACE 0 REMOVE EXISTING IMPROVEMENTS AS NOTED © REMOVE EXIST. C&G, AND RECONSTRUCT C&G TYPE "A" PER CNB STD. PLAN 182-L N.T.S. #4 @ 12" OC EACH WAY ® REMOVE EXIST. C&G, AND RECONSTRUCT CURB TYPE "B" PER CNB STD. PLAN 182-L U: ® REMOVE EXIST. PAVEMENT, AND CONSTRUCT 4"AC/6"CMB :E 0:: _J (_) ,.,., (;; (j) REMOVE EXIST. IMPROVEMENTS AND CONSTRUCT 4-IN PCC SIDEWALK SECTION A-A ~ ® REMOVE EXIST. IMPROVEMENTS AND CONSTRUCT APPLICABLE PORTION OF COMMERCIAL DRIVEWAY APPROACH SCALE 1" = 2•-0• J: TYPE I PER CNB STD-160-L-A "' ® REMOVE EXIST. AND REINSTALL STREET LIGHT STANDARD TYPE V PER CNB STD-202-L-A '? I @ REMOVE EXIST. AND INSTALL NEW STREET LIGHT PULL BOX PER CNB STD-204-L ,;; ® REMOVE EXIST. TIDE GATE STRUCTURE AND CONSTRUCT TIDE GA TE STRUCTURE INCLUDING SLUICE GATE PER ~ DETAIL HEREON, REF. TO CITY STD. PLAN 204-L & 206-L FOR CABINET MOUNTING AND PULLBOX. COORDINATE ~ WITH CITY'S ELECTRICAL DEPARTMENT FOR LOCATION OF CABINET AND POINT OF CONNECTION. RECORD DRAWINGS 3 @ INSTALL AUMA CONTROLS ELECTRIC ACTUATOR PER MANUFACTURER'S SHOP DRA'MNGS AND SPECIFICATIONS n,-Reccrd Drawing• haw be., proparocl baaoc! on information oubmittocl, in part. by -§ @ others. 'Mine this Information ls believed to be reliable, City of Newport Beach is not a; 13 INSTALL BILCO TYPE JD-3AL DOUBLE-LEAF DOOR PER MANUFACTURER'S SHOP DRAWINGS AND SPECIFICATIONS .-_analble 1or Its accuracy, ncr for""''"'., omission• which may ha"" been incorporated ~ Into these plans as a result. @ INSTALL GALVANIZED STEEL BOLLARD PER DETAIL HEREON 1 @ REMOVE EXIST. 30" RCP AND CONSTRUCT 24-IN SDR-35 PVC ,..(R...:E_F_. "TDW_G.:.._._R_-_5_0.:...03_-,s.:..., _R_-_52_5_8_-....:s) _________________ --,---------.-=-=::-------.------------------------C_-_3_6_5_7---f j @ REMOVE EXIST. AND CONSTRUCT CONCRETE PIPE ANCHOR PER CNB STD-31 4-L REVIEWED: c / @ REPLACE 2-IN WATER FIRE DEPARTMENT CONNECTION TO NEW COPING PER DETAIL ON SHEET 2 "?'11-lFF.Ss/ ] @) "\)R-D-4 "a~ STREET IMPROVEMENTS PLAN C ~ INSTALL STEEL VAULT LADDER PER IRVINE RANCH WATER DISTRICT STANDARD DRAWING G-4 -.:,,0 ,~ ~ @ REPLACE & ADJUST SURVEY MONUMENT FRAME AND COVER TO GRADE LLO DALTON, RCE 19111 3 a: @ REMOVE EXIST. AND REINSTALL STANDARD STREET BARRICADE PER CNB STD-900-L No.l9:i\,1! I--P_R_I _C_IP_A;:_L _C..-IVI_L_E_N_G_IN_EE_R_+----------------------....---------1 ~ 0 REMOVE EXIST. AND INSTALL STORM DRAIN WARNING SIGN (CITY TO PROVIDE NEW SIGN & POST) DESIGNED: FTT DRAWN FTT CITY OF NEWPORT BEACH H-5165-S ~ 'e,J 1----------f ~ @ REMOVE EXIST. IMPROVEMENTS AND CONSTRUCT 6-IN PCC SIDEWALK NO. DATE DESCRIPTION OF REv1SIONS CHECKED: LRD DATE: 7 7 07 PUBLIC WORKS DEPARTMENT SHEET 2 OF 4 ,,-L,_ __________________________________________________________________________ .1...._..J... ___ ---L----------------------I..-----------L---~::a.i.. __ ,;,.,..:..i.::,.;.i_ ____________________ ..1-______ __.,_;: 1 VJ -SI -r. i \_I f----+--E -----E I y' "' u u 0 0 ....J ....J CD m I :r' u-o-....J z"< ....J z"< <(0 0 <(O 0 "' <D '-'+ 0 o + 0 w o .,.; Z o 0, "'--w- " \IV i ' " - - " 30" RCP 5 -----s>--+----E > <( 0 X w 11 • ·50 1 \ .~/ " <I\ i· •. E~ '-'--. <J I I J::..:O:c.lN'--=EXc:.IS::.c~c:..· -"IM"'P-"R"'OVE=M=E'-'NT.c.cS'----_ __,./ LIMIT OF CONSTRUCTION TO 26TH STREET . ~~ BE DETERMINED BY CONTRACTOR ~ .......___ ----- SAW CUT EXISTING PAVEMENT; LIMIT OF EXCAVATION TO BE DETERMINED <I " Ll <1 .. <I .. (TYP)Q_) <I <I w " 0 " -r-zr" r ' <J :,: ~;'? ct:: ~~ "" o+ 0 zo w-"' 6 <I " ' <1 .cl U) " D 0 " fr'. o" " I >-w f-. i= - PLAN SCALE 1" = 5' 21' .. .ll " 10' ., .cl .. " " .. <J <I . ➔-, "- I _______":,._ EXIS; FENC;J \ . NOTE: I TOP OF COPING EL. 8.67 +9.00 M.L.L.W. BY CONTRACTOR; ALL COST OF SHORING AND SHEETING SHALL BE AT THE CONTRACTOR'S SOLE EXPENSE • • (EL 7.35) ±========::!=========t=====E"'=L=E=V~.~P_,cE=R~-'-P=L~AN~t~~b:d • ::i ' " • -•• ·• , • TOP OF PILE EL. +6.09 • BOT. OF COPING EL. +5.67 ---• 0. 0 "' ANCHOR BLOCK & TIE ROD SHOWN FOR REFERENCE ~ ,,-..,4..e··.:.i·. • EL. +4.6 SAND BOTTOM OF PILE EL. -9.91 ( -9.58 M.L.L. W.) SECTION AT VAULT N.T.S. EL. -1.48 INV I I I I I • I i I CONTRACTOR SHALL REMOVE AND DISPOSE DEBRIS AND BACKFILL WITH SAND TO MAINTAIN EXISTING GRADES i 17 . .. EL. -1.60 INV I I I I I l -[j SCALE 1" = 5' SAW CUT EXISTING PAVEMENT; LIMIT OF EXCAVATION TO BE DETERMINED GENERAL NOTES 1. CONTRACTOR SHALL SUBMIT BULKHEAD CLOSURE PANEL DETAIL ANO JOINT AT EXISTING BULKHEAD DETAIL FOR APPROVAL; ALL BULKHEAD JOINTS SHALL BE WATER-LEAK PROOF. 2. EXISTING TIE RODS, ANCHOR BLOCKS ARE NOT SHOWN ON THE PLAN; CONTRACT SHALL REMOVE & DISPOSE THEM FOR NEW IMPROVEMENTS. 3. CONTRACTOR SHALL PROTECT ALL PRIVATE IMPROVEMENTS AT ABOVE AND BELOW GRADES; ALL COSTS FOR SHORING AND SHEETING SHALL BE AT THE CONTRACTOR'S SOLE EXPENSE. CONSTRUCTION NOTES 0 PROTECT IN PLACE 0 REMOVE EXISTING IMPROVEMENTS AS NOTED 0 REMOVE EXIST. BULKHEAD, COPING, TIE-RODS, ANCHOR BLOCKS, AND CONSTRUCT 16-FT DEPTH CONCRETE SHEET PILE BULKHEAD, COPING, DYWIDAG SYSTEM TIE RODS AND ANCHOR BLOCKS PER DETAILS ON SHEET 4 0 REMOVE EXIST. C&G, AND RECONSTRUCT C&G TYPE "A" PER CNB STD. PLAN 182-L ® REMOVE EXIST. C&G, AND RECONSTRUCT CURB TYPE "B" PER CNB STD. PLAN 182-L ® REMOVE EXIST. PAVEMENT, AND CONSTRUCT 4"AC/6"CMB (j) REMOVE EXIST. IMPROVEMENTS AND CONSTRUCT 4-IN PCC SIDEWALK @ REMOVE EXIST. CONCRETE CURB ON TOP OF EXIST. COPING, CONSTRUCT COPING OVER EXISTING COPING AND ENCASE EXIST. STEEL BEAM PER DETAIL "C" ON SHEET 4 @ REMOVE EXIST. 30" RCP AND CONSTRUCT 24-IN SDR-35 PVC @ REMOVE EXIST. AND CONSTRUCT CONCRETE PIPE ANCHOR PER CNB STD-314-L 21' 6 ELEV. PER PLAN 10' TO 21' TOP OF COPING EL. 8.67 +9.00 M.L.L.W . BY CONTRACTOR; ALL COST OF SHORING AND SHEETING SHALL BE AT THE CONTRACTOR'S SOLE EXPENSE (0.5%) ~=±===========t==========~ TOP OF PILE EL. +6.09 • BOT. OF COPING EL. +5.67 SAND LINE EL. +3.00 EL. VAR. + 1.0 TO +4.6 j< • :::::-...._ ~CKFILL WITH SAND TO MAINTAIN EXISTING GRADES ... •• >>_,.,,,_ .~·.·. CONTRACTOR SHALL REMOVE AND DISPOSE DEBRIS AND .•• {£{(: --...._(~ ~)___ BOTTOM OF PILE EL. -9.91 ( -9.58 M.L.L. W.) TYPICAL SECTION N.T.S. RECORD DRAWINGS TheH Record Orawingl!I have been prepared based on information submitted, In port. by otheni. While this infonnatioo ie believed to be reliable, City of Newport Beach ia not reapon■lble fa,-lta accuracy, nor for erroni or omlasions which may how been incorporated Into these plans as a result. --------- C 3 -c Cf I "' 0:: ~ "' I I / C 3 -c / -c C • .s:: -" ci' -c C u. .c -0:: " if I "' 0:: ~ "' I I / Ct C II Ct <! I / C C C • • C ·c C u. (REF. DWG. R-5003-S, R-5258-S) C-3657 "c: ,'---,------,------'-------------------.---------""T""-----------r------------------------------l Si REVIEWED: c CONSTRUCTION PLAN FOR -:;: • C BULKHEAD , COPING , ANCHOR J LLO DALTON, RCE 19111 BLOCKS , AND TIE -RODS i PRI CIPAL CIVIL ENGINEER o. 1------.---------------------------~---------I / DESIGNED: FTT DRAWN, FTT c1TY oF NEWPORT BEACH 1--H_-_s_1_6_s_-_s---1 i NO. DATE DESCRIPTION OF REVISIONS CHECKED: LRD DATE: 7 7 07 PUBLIC WORKS DEPARTMENT SHEET 3 OF 4 .,.. '--------------------------------------------------------------------------------"--..1..----..... ----------------------..1..--------...1.-----'".:.:a:.1.-----'-'-'-'-::.;.1,-----------------------'---------'.;. co - 5" 1 1 /2" CHAMFERS 1 1 /2" CHAMFERS 20" 20" El. 8.67 TOP OF COPING ( +9.00 M.L.L.W.) N <J ~-#4 CONT. TOTAL 4 IN TOP El. 8.67 TOP OF COPING (+9.00 M.l.l.W.) ,N ..---/14 CONT. (TYP) <J .+-+ ...... ~ #4 U @ 12" 0.C. W/ 3" COVER I .---REMOVE (E) CONC. CURB ,, 4 1 /2" 0 MIN PVC PIPE 4, ~-2-#9 X 3'-6" 1 /2" 0 MIN PVC PIPE <J Ll <J 4 L1 4 PL .3/4" X 7" X 7" BEVELED PLATE HEX NUT FILL 'MTH NON- SHRINK GROUT ~-PLUS 2-#4 TIES EA. SIDE OF TIE ROD (TYP.) .,.,-----#4 CONT. (TYP) ,,---VERT. SHEET PILE STEEL PROTECT (E} STEEL BEAM IN PLACE-~--t+--1Lc~1r· 1 I I l;J I I ..----#4 U @ 12" O.C. W/ 2" COVER El. 7.3 TOP OF (E) COPING 1~____r::_J_l_:l;:::::;;:::;.:~=t-t----1•qi THREADED ROD X18" LONG @ MAX 12" O.C. 6" EMBEDED IN EPOXY ' CD " q <.D n 1-1/2"¢ TIE-ROD (ASTM A722) 2'' CLR. #4 TIES @ 12• 0.C. W/ 3" COVER .,--PLUS 2-#4 TIES EA. SIDE OF TIE ROD (TYP.) I <. I 3"CLR SEAL _l-----f-HEX NUT PVC PIPE COUPLER TIE-ROD COUPLER CENlRALIZER @10'-o· o.c. GROUT W/ "INTERPLAST-N" MANUFACTURED BY SIKA CORP. 2-1/2'~ PVC SCH 40 ,'.\ 4 " N EL. 6.09 TOP OF PILE <J d 1--_;-·+----'-EL. 5. 67 BOT OF COPING 5" ,'.\ <J 4 ----+--PL 3/4" X 8" X 8" PERPENDICULAR TO TIE-ROD AXIS NEW BULKHEAD & COPING SEE DETAIL HEREON Ll '-'--1/6 CONT. TOTAL 8 (5 FRONT FACE, 3 BACK FACE) L-~----'""'----'---' ~-#4 TIES @ 8" O.C. ANCHOR BLOCK DETAIL N.T.S. TIE ROD DETAIL N.T.S. NOTE: TIE-RODS AND THEIR ACCESSORIES SHALL BE HOT DIP GALVANIZED. EXIST. BULKHEAD --, I Ll LAND SIDE ,.., I I I I I I --------4'± (FIELD VERIFY)--------• . <1 4 I I • 0 --Ll <I • Ll <J 4 Ll ·q WATER SIDE BULKHEAD CLOSURE PANEL (SEE SHEET PILE HEREON FOR REINFORCEMENT} NOTES: 1. BULKHEAD CLOSURE PANEL DEPTH SHALL BE 16 FT OR EQUAL TO THE ADJACENT EXISTING BULKHEAD, WHICHEVER IS LESS. 2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR BULKHEAD CLOSURE PANEL, BULKHEAD & COPING JOINS TO EXISTING FOR THE ENGINEER'S APPROVAL; ALL JOINTS SHALL BE WATER TIGHT. DETAI L "D" N.T.S. Ll <J <J 4 4 "' I . I I " I I "' • I 4 I I 1 #3 TIES, SEE ELEV. FOR SP ACING 1/6 VERTICAL 2"CLR 2"CLR 4.00' I SECTION B-B u..: z w a:: .,_;:: et: N ~.I N 0 z ~ X w I I I I I I I I I :: I I I ; -,---+--,: --L _l -= ' '° (J) I .1 w I-I __ -I--+ ~+--+----t----t - - I I ------- 1 I I----+ -- I I ,r-i-- lL-1 __ l I I lt----t-- "o@ .1 (J) <D NW -i= : I I ,---- 1 I I :1----t-- : I I :r-i-- lL-1 __ B r- l I I lt----t-- : I I I I I ~ ~ I I I I I I ' LJ -l----+ t--t I I -- 1 I -l----+ I I 1 7 LJ I I t--t I I -- 1 I -l----+ I I 1 7 LJ I I t-i I I ,------ ' I I I 1 1 1/6 VERTICAL @ 10" MAX ( SEE SECTION) B -i +-+-+~ I----+ ---l--i 'o ; : r 7 - -+-➔ ~ ·~ ~ ! r --r ='= Ro/ aJ ~ 1Ll__l _l; - ' 4' I 12" ELEVATION CONCRETE SHEET PILE N.T.S. 5" " COPING DETAIL N.T.S. 2-#5 @ 4" EACH FACE OF PANEL DETAIL AT OPENING N.T.S. CLR. NEW BULKHEAD 4' . . . • CONCRETE SHEET PILE . . . ,. 2" CLR. ' 0 I <l<l <} I "' L] ' 7~ u' <l " I <1 4 I '-' I q I I cl " + COPING DETAIL "C" N.T.S. <l .• DETAIL "B" N.T.S. 1/8" GROUT PANEL JOINT GROUT FILL CLASS "A" MORTAR TYPICAL PANEL JOINT N.TS. RECORD DRAWINGS These Rec:ord Drawlnp hCJW been prepared bolled on information aubmitt9d. In part. by others. Whle this Information is believed to be reliable, City of Newport Beach is not rnponslble for its accuracy, nor for errors or omissions which mC!y howt been iicorpornted Into these plc.1n1 as a result. C ,: 'C lf. I "' <C ci: -lf. lf. I "' <C ~ "' I I / (l: C a: (l: <( I / C C C ~ ~ C C C LL (REF. DWG. R-5003-S, R-5258-S) C-3657 -;::: ,--,-----,-----------------------,----------,----------.-------------------------------I C NO . DATE DESCRIPTION OF REVISIONS No. 19111 xp. 9-30-07 I REVIEWED; ;"' CONSTRUCTION DETAILS / 'C ~ C .£ lf. / LLOY. DALTON, RCE 19111 3: PR CIPAL Civil ENGINEER [ f-----~-----+-------------------------------1 / DESIGNED: FTT DRAWN FTT CITY OF NEWPORT BEACH H-5165-S ~ 1--------~ CHECKED, LRD DATE, 7 7 07 PUBLIC WORKS DEPARTMENT SHEET 4 OF 4 :;; ._ ______________________________________________________________________________ .._ _ _,_ ____ .._ ______________________ _,_ ________ _. ___ ~~--...;,,;..;...;;;,,;.i _____________________ .....j...;.. __ ...;.. __ ,.;;.......1 .;.