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HomeMy WebLinkAboutH_5201_SCITY CF COSTA MESA ~ PRO,JECT LOCATiON VICINITY tv1AP NOT TO SCALE SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) -0-POWER POLE AB AGGREGATE BASE ARV AIR RELIEF VALVE @ SEWER CLEANOUT ACP ASBESTOS CEMENT PIPE ® SEVIER MANHOLE AC ASPHALT CONCRETIE BC BEGIN CURVE © STORM DRAIN MANHOLE BCR BEGIN CURVE RETURN BVC BEGIN VERTICA.L CURVE <-01 FIRE HYDRANT BLK BLOCK CA TV CABLE TV "" WATER METER Cl CAST IRON [!l;J STREET LIGHT PULL BOX it CENTERLINE CNS CITY OF NEWPORT BEACH lrlJ TRAFFIC SIGNAL PUil BOX CL CLASS CLR CLEAR ~ STREET LIGHT C&G CURB AND GUffiR E EAST/ELECTRIC @ WATER VALVE EC mo CURVE -GUY W1RE ,-ECR END CURVE RE11JRN EVC END VERTICAL CURVE A SURVEY MONUMENT EXIST EXISTING FLG FLANGE p SIGN FE FLANGED END FL FLOW LINE ® VAULT VENT FM FORCE MAIN 0 TREE G GAS GV GATE VALVE ""' IRRIGATION CONTROL VALVE GB GRADE BREAI< GE GROOVED END ll]j CABLE TV PULL BOX IP&T IRON PIPE AND TAG LT LEFT ,I; CORING LOCATION MAX MAXIMUM ® ELECTRICA.L MANHOLE MJ MECHANICAL JOINT MIN MINIMUM CD ELECTRICAL PULL BOX NG NA TURAI. GROUND N NORTH ~ /i //// //,'.LLL'.] BUILDING NTS NOT TO SCALE NO NUMBER ----EXISTING CONSTRUCTION OG ORIGINAL GROUND PE PLAIN END ------~--PROPERTY LINE PROP PROPOSED NEW CONSTRUCTION PB PULL BOX RCP REINFORCED CONCRETE PIPE ---it---CENTERLINE RET RETAINING RT RIGHT ----S----SEWER UNE SCH SCHEDULE S SE\l'ER -----W-···-WATER LINE SCO SEWER CLEANOUT ---G---GAS u1;E SMH SEWER MA'JHOLE SHT SHEET --E--ELECTRICAL LINE SW SIDEWA.LK S SOUTH __ T __ TELEPHONE LINE ' SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE -CATV-CABLE\ISiON LINE STL STEEL --SP--SPRINKLER SYSTIEM T TELEPHONE W WEST /WATER -x-x~x-FENCE W/ WITH BLOCKWALL 13,\VP f-.., ""''"' ' I-; '·"'"'" 0 u =-~~~/ ::c -Q,( "'-c-... -"-::::..:::----' lFQR PUBLIC WORKS DEPARTMENT BULKHEAD AND SEAWALL REPAIRS VARIOUS LOCATIONS AND CRYSTAL AVENUE SAND GROIN LEGEf~D DATE: I I NEW AC PAVEMENT L I NEW PCC PAVEMENT I.: ;':.J PAVEMENT GRIND & OVERLAY GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORl<S CONSTRUCTION". 2009 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 VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. /1LL EXPOSED CONCRETE SURF ACES SHALL CONFORM IN GRADE, COLOR. DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHEl,S. 6. ANY DISCREPANCY IN THE DRA'MNGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 7. ANY WORK NOT INDICATED ON THE DRAI\INGS BUT CALLED FOR IN THE SPECIFICATIONS. OR VICE-VERSA. SHALL BE FURr"SHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS ANO SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 8. THE CONTRACTOR SHALL NOT USE THE SIDEWALK OR THE AREA BEHIND THE BULKHEAD FOR EQUIPMENT AND /OR STAGING AREA FOR CONSTRUCTION MATERIALS. 9. CRACl<S LESS THAN ½" SHALL HAVE ALL DIRT, OIL, GREASE AND OTHER BOND-INHIBITING MATERIAL REMOVED BY MECHANICAL MEANS. CONSTRUCTION SURFACES SHALL BE SUFFICIENTLY ROUGHED UP PRIOR TO APPLYING REPAIR MATERIAL. SETTING PORT DEViCE OVER CRACKS, PLAE SIKADUR 31 /33 OVER CRACKS AND AROUND EACH INJECTION PORT AT A MINIMUM 1" WIDE BY ¼" THICK. ALLOW SUFFICIENT TIME FOR EPOXY RESIN ADHESIVE CAP SEAL TO SET BEFORE INJECTING. ONCE THE CAP SEAL HAS CURED, INJECT SIKADUR 35/52 WITH STEADY PRESSURE. 10. CRACKS GREATER THAN JI;" SHALL HA VE ALL DIRT, OIL. GREASE AND OTHER BOND-INHIBITING MATERIAL MOVED BY MECHANICAL MEANS.CONSTRUCTION SURFACES SHALL BE SUFFICIENTLY ROUGHED UP PRIOR TO APPLYING REPAIR MATERIAL. PL.I\CE GROUT IN FORMS IN NORMAL MANNE.R TO AVOID AIR ENTRAPMENT. SIKAGROUT 212 MUST BE CONFINED IN EITHER THE HORIZONTAL OR VERTICAL DIRECTION LEAVING MINIMUM EXPOSED SURFACE. AFTER GROUT HAS ACHIEVED F!NAL SET, REMOVE FORMS. SIKAFLEX-1A OR -2C NS SHALL BE USED AS SEALANT. SEALANT DEPTH SHOULD RANGE FROM ):\" TO JI;" PER Sll<A CORPORATION SPECIFICATIONS. 11. MODERATE SPALLS SHALL HAVE A MINIMUM DEPTH OF Ji," TO A MAXIMUM DEPTH OF 1-1/2". REPAIR AREAS MUST BE CLEAN, SOUND AND FREE OF CONTAMINANTS. LOOSE AND DETERICRATED CONCRETE SHALL BE REMOVED BY MECHANICAL MEANS. CONSTRUCTION SURF ACES SHALL BE SUFFICIENTLY ROUGHED UP PRIOR TO APPLYING REPAIR MATERIAL. APPLY SCRUB COAT TO THE SUBSTRATE, FILLING ALL PORES AND VOIDS. WHILE SCRUB COAT IS STILL WET, APPLY SIKATOP 123 PLUS. FOR APPLICATIONS GREATER THAN 1" IN DEPTH ADD A ¾" AGGREGATE. 12. SEVERE SPALLS SHALL HAVE A MINIMUM DEPTH OF 1-·1/2". REPAIR AREAS MUST BE CLEAN. SOUND AND FREE OF CONTAMINANTS. LOOSE AND DETERIORATED CONCRETE SHALL BE REMOVED BY MECHANICAL MEANS. CONSTRUCTION SURF ACES SHALL BE SUFFICIENTLY ROUGHED UP PRIOR TO APPL YING REPAIR MA TERI AL. APPLY SCRUB COAT TO THE SLIBSTRA TE, FILLING ALL PCRES AND VOIDS. WHILE SCRUB COAT IS STILL WET, APPLY SIKA TOP 111 PLUS, ADD 3/g" COARSE AGGREGATE. IF REPAIR AREA IS TOO LARGE TO FILL WHILE SCRUB COAT IS STILL WET, USE SIKA ARMATEC 1"10 EPOCEM IN LIEU OF SCRUB COAT. 13. ,IOINT SEAL REPl'.IR SHALL BE USED WHERE THE EXISTING SEALANT IS CRACK OR SPLIT. THE OLD SEALANT SHALL BE REMOVED AND THE BACKING MATERIAL BETWEEN THE JOINT SURFACES SHALL BE REPLACED AS NECESSARY. CONSTRUCTION SURFACES SH/I.LL BE SUFFICIENTLY ROUGHED LIP PRIOR TO APPL 'flNG REPAIR MATERIAL. THE NEW SEALANT SHALL BE POLYURETHANE BASED WEATHER RESISTANT SE.~LANT DESIGNED TO BE WATER TIGHT AGAINST HYDROSTATIC HEAD PRESSURE AND FLEXIBLE OVER THE LIFE OF THE BULl<HEAD SUCH AS SIKAGARD 52 AND SIKAFLEX-2C NS. ~ -2 Q) " C 0 1----------------------------------------1 2 CONSTRUCTION NOTES CD REPAIR CRACKS IN BULKHEAD {i) REPAIR SP.~LLS IN BULKHEAD @ REPLACE JOINT SEAL @SKIM COAT SURF ACE PATCH @INSTALL MORTAR CAP @ REMOVE EXIST CAP AND PREPARE EXIST PRE CAST PANEL FOR NEW CAP (z) CONSTRUCT NEW REINFORCED CONCRETE CAP AND SEAL ALL JOINTS E 0. aJ 0 "' 1----------------------------------------5 SHEl T INDEX N <f) ! 1----------------------------------------1 3- 1 TITLE SHEET 2 BALBOA YACHT BASIN BULKHEAD REPAIR 3 CRYSTAL AVENUE SAND GROIN 4 SEAWALL AND BULKHEAD LOCATIONS 5 REPAIR DETAILS Ul (t'. 'i' a. w Ct'. 0 <( w I "" ..J :0 OJ if) I 0 01 <D I 3-ll'. 0 a:, "' <( 3- "' C ~ "' " C 0, C C-4897 ;:;, 0 r-----------------------.--------------------------------------.---------------------------------------,-----------,----------1-----------,-------------------------------;o REVIEWED: ;'_\ CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABUE COX COMMUNICA llONS DA)' NIGHT (800) 624-5153 (800) 611-1911 (800) 332-1321 (949) 644-3011 (949) 644-3717 (714) 962-2411 (714) 542-6222 APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: _______ _ _,. ./--; TITLE SHEET ~ ./-----BULKHEAD AND SEAVVALL REPAIRS _g Y..Ji'W V) Or( TSE RCE 56980 f PRltL PAL CIVIL ENGINEER IIl 1----------1--------------------------------I? DESIGNED: DRAWN: H 5201 s TS TS CITY OF NEWPORT BEACH -, • 1--t '" PUBLIC WORKS DEPARTMENT SHEET 1 OF 5 3-CHECKED: DA TIE: FT 12 19 2011 ----------------1 286' -- ®CD CONSTRUCTION NOTES CD REPAIR CRACKS IN BULKHEAD TO ELEV --5.0 PER DETAIL ON SHT 5 (»REPLACE JOINT SEAL TO ELEV -5.0 PER DETAIL ON SHT 5 -- -I PLAN 1" = 30' --~-"----~--__ ,:_j___ _____ j__ ______ J___ I -----~ ---~'-------HARBOR ISLAND DRIVE _293· E "- N 01 -::::__ "' 0 "- 0 -0 N ,ci I ? (/) o: 4' CL LtJ "' 0 <( w I "' __J ::, m U) I 0 01 "' I ? "' 0 (D [l'. <( 3-"' -'= L <V I!) C '" C C--4897 ~ ,---.,,.-----,--------------------,-----,---~~~~-;,-;-:_---,----------,-------------------------------19 ~ APPROVAL RECOMMENDED: 0 NO. DATE DESCRIPTION OF REVISIONS APPROVED / " " ~~~t ------;;~~~;;;--B-A1__ BO A YACH T BASIN BU LI< H EA D REPAIR J s OJ (L / w L I!) w ::) / ~ If RCE 56980 Exp. 06/30/13 "'" * ' PRIM IVIL ENGINEER '%-;, C/V\I_ >ii,,-ii::" DESIGNED: DRAWN: H-5201 r- fore~~ TS TS CITY OF NEWPORT BEACH ~:::, CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 2 -, U, 5 .._ __________________________________________________________________________________________ ,_ ____ ._ ____________________ ...,; ________________ ._ _____ __.,_..,....,_..._ __ .... _______________________ ...,. _______ __,_ 1-s--1J... FT 12 19 2011 "-----~--· ---.... ' i ' SOUTH BAYFRONT CONSTRUCTION NOTES @REMOVE EXIST CAP AND PREPARE EXIST PRECAST P.ANEL FOR NEW CAP (z) CONSTRUCT NEW REINFORCED CONCRETE CAP AND SEAL ALL JOINTS I --·--·-·-,_ __ I I I I I I I ! I I I I I I I I I I I I ' I I w > I <( I I _j I <( I 1---! (fl I >-! I O'.:: I 0 I I I I I I L _______ _J PLAN 1" = 10' ' --·-., ' ---------------------- I ! I I I I I I I I I I I I I I 44'± u ___ ~ r· _J I I ~-EXISTING BULKHEAD ± 9.0' ~--EXISTING TOP OF COPING ± 7' EXISTING SIDEWALi( ~ -... ---· ---... --------· -_J ~! I F --------- - ----...... --------_J_ ------------------ - - - -----i 11" ± I L----~----- - - ,----------····--: L ' --;;-----... L-SANDIJNE APPROXIMATE AND VARIES /I I 12-1 ± ---... .. _ ---~--------- EXISTING BULKHEAD _/ I -----~--- I I I 1-------------------------~ I I I I I I GROIN ELEVATION NO SCALE ,---, i I J r I 20" 1/, a· ~v,..,..---,7 T ~ ' ~ 4" STIRRUP @ 12" 1'-4" J. , Tl / 3" CLR LI h ! r_l\\ TYP I ~ EXISTING 12' ~ i _/; B"± : \\_\___ #4 CONTINUOUS SEAL JOINT I I TOTAL 4 PRECAST PANEL I PROTECT IN Pl.ACE I I I I I I I 8"± I I I I __ ,_ V BOTH SIDES I 2" CLEAR GROIN SECTION NO SCALE I I I I I I I I 1 I _,......J' -- '" 3: v vi I 0 N "' I 3-,n [le'. ~ 0.. w et: 0 < w I "' ...J :::i (D V) I 0 N u~ I 3-- (l'. 0 O'.J (l'. < 3-'" C ·;: " " C CT> C: C-4897 ~ r--7---,---------------T--T-----.::;;;;;:;:::--7TPPRiivALFmiMMENDi:~1---------------------,--,9 I ~~ APPROVAL RECO~\MENDED: -1--, 9-.t ~Cff '% ::;0~-----CRYSTAL AVENUE Si\ND GROIN REPAIR l 64465-;;;_,,---kfit:'!f,,sE"--R-c_E_56-9s-o-LITT' E BALBOA ISLAND '3' Exp. --'1_~ PRINc1l,£L CIVIL ENGINEER L , a:i !-------<----+-----------------+----< CIVIi. .ff JI DESIGNED: DRAWN: H r::: 2 O 1 S ;;,-for c~1. \\§W' Ts TS CITY OF NEWPORT BEACH ,-=i -~ 1-----1----+----------------+----l 1--------1"' 1-""'-/-. CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 7. OF 5 '?.. f .,r, .... .._ FT 12/19/2011 v ' NO. DATE DESCRIPTION OF REVISIONS APPROVED \ \ REPAIR LOCATIONS NOT TO SCALE NO. DATE DESCRIPTION O, REVISIONS APPROVED REPAIR LOCATIONS NOT TO SCALE /--... Cc 0 fJ if! I I I CITY HALL CONSTRUCTION NOTES (i) REPAIR CRACKS IN BULKHEAD @ REPAIR SP ALLS IN BULKHEAD @ REPLACE ,IOINT SEAL G)SKIM COAT SURFACE PATCH @INSTALL MORTAR CAP I I ' 897 ~ :, -" u C 0 '" - E a. <') n "' I "' ----, <I') 0 '-. -0 CJ> " "Q (/J I 0 ea "' I 7 Vl IX <( 0.. w ,r 0 <( w I "' ..J ::0 co rn I 0 N "' I 7 "' 0 m n:: < I / ry CAP SEAL At_ONG LENGTH OF CRACK r PORTING DEVICE //;CRACK \/ -1>-1> p V " I>· <._ 'l, b :> " ;,> .·, b I> ,;· , b " I'> " CRfa,CKS--MODERATE, PRESSURE INJECTION NOT TO SCALE { --SURF ACE COATING /SEALER / ,REPAIR MORTAR i-£i-1 \ I MIN. I " " . 1: & 0 I ,o _. oo I> l> b "-t 'l, . II BONDlfJG BRIDGE -~ • I> SPALLS--N1Cl0ERA TE NOT TO SCALE ~--I - I I PORTING DEVICE 1 -CRACK \\ Ir, ANCHORAGE FOR FORM WORK ---[ / FORM SEAL .\. I ✓ FORM OVER LENGTH OF CRACK ~,, y_\. ' •-I>,:; C, ,. /JOINT FILLER / 1" f~IN DEPTH ~----,c-----.,---,, l----v--------1' ," '/ I -r • 0 .• ' • • • \ b O I> 6, ."' ~ I . t>, -" , , -, " ! I / '-+\-----~~~-".II PRIMER _ __/ \__ BACKER ROD CRACKS-SEVERE, PRESSURE INJECTION JOINTS-SEAL,Af\lT FAILURE NOT TO SCALE NOT TO SCALE / ~SURFACE COATING/SEALER " ,REPAIR MORTAR ~4 \ MIN. \ o ~\.,;•_:~ii,·;F--;":'~;:Y:.70 o !j. Ct,\ BONDING BRIDGE --~'/ \J___ ANTI-CORROSION COATING SP ALLS-SEVERE NOT TO SCALE CAUTION! BEFORE STARTING REMOVALS, RE,1EW EFFECT OF REMOVALS ON STRUCTURAL INTEGRITY. PROl!DE SHORING OF MEMBER AS NECESSARY. PARTICULAR CARE SHALL BE EXERCISED AT CAP /SHEETPILE cor,NECTION. SEE SPECIFICATIONS 1) REMOVE DELAMINATED CONCRETE, REMOVE ADDITIONAL CONCRETE AS REQUIRED TO PROVIDE MINIMUM REQUIRED THICKNESS OF REPAIR MATERIAL. f- lL _J f- l!) 2) AT EDGE LOCATIONS PROVIDE EITHER METHOD A OR METHOD B RIGHT ANGLE CUTS. AVOID FEATHER EDGES. PATCH CONFIGURATIONS SHOULD BE KEPT AS SHOWN BELOW @ ----p NCT NOT ACCEPTABLE ACCEPTABLE ACCEPTABLE ACCEPTABLE 3) AFTER REMOVALS AND EDGE CONDiTIONING ARE COMPLETE, REMOVE BOND INHIBITING MATERIALS (DIRT, CONCRETE SLURRY. LOOSELY BONDED AGGREGATES) BY HIGH PRESSURE WA TERBLASTING. CHECK THE SURF ACES AFTER CLEANING TO INSURE THAT SURF ACE IS FREE FROM ADDITIONAL LOOSE AGGREGATE, OR THAT ADDl170NAL DELAMINA TIONS ARE NOT PRESENT. 4) CEMENT AND PARTICULATE SLURRY MUST BE REMOVED FRCM THE PREPARED SURF ACES BEFORE SLURRY HARDENS. ,--EXIST SEAWALL EX. FACE OF SEAWALL / ' w ~ __/ INSTALL NITOSEAL WEDGE REMOVE MATERIAL AND PREPARE SURFACE FIELD DETERMINED TYPIC:.AL SECTION YACHT BASIN PANEL cJOl~~T RECONSTRUCTED JOINT SURFACE v~/1 COA Tl NG /SEALER JOINT FILLER l·· " V b • • A • b I> \ I>_ b , ~ • A , . A t, _/ \ PRIMER \__ BACKER ROD ~1 / 4" MAX. _.----1" POLYURETHANE 1/4"RX1;; ~ SEALANT -~::J--------EXPANSION MATERIAL ~ s ~-FIXED 1-------+·A~--'l-----:rcc/i--l/~ SMOOTH 3/4" X 24" DOWEL ~ __ ) • / ~ / GREASED OR GRAPHITE -/ / COATED ON ONE END ONLY ~J--7-..,-_-_~-----~-~~..---/ ,• -/ ,• -~~ PREFORMED JT. FILLER _.-POLYETHYLENE FOAM 4 • • JOINTS- NOT TO SCi1LE -""---::-,,.,,.;:__,.,..---___.0'-J -(TOP TO HAVE GLAZED SURFACE ~ AND CROWNED AS SHOWN. UNCOMPRESSED WIDTH TO BE 1 /8" GREATER THAN ACTUAL GROOVE WIDTH.) SUBSTRATE F fa,ILLJRF 0, " "Q ui I 0 N "' I 3-(n {le < (l_ w "' 0 -< w I "' _, ::J ID U) I 0 N "' I ? Cl:'. 0 en °' <( ? en .£ ~ Q; V .£ 0, C C-4897 ;; --~--------------------~--~-------~--------~--------------------------10 APPROVAL RECOMMENDED: <C 1 ____ ,_ BULKHEAD AND SEAWALL REPAIRS '.;;- -, 1 _,---_.---V 1 fi,;:5 REPAIR DETAILS } ;; FON j SE RCE 56980 ~ PRINCl(l-1\L CIVIL ENGINEER m l----"'-~-----l'---------------------~--------1> DESIGNED TS DRAWN TS CITY OF NE'vVPORT BE.A,CH H-5201-S ~ -------w ~" ~AND'-U'~~~ PUBLIC WORKS DEPARTMENT SHEET 5 OF 5 ? NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: FT 12/19/2011