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HomeMy WebLinkAboutP_5141_S::r: 0 a: w m z 0 I-C) z I-z :::, :c LL 0 0 ffi ,.: ie u, ....J..---/1.-~FDll'l~lS ____.::A".'.cl'E.:... ~-t-;;;. ORANGE COOST COLLEGE f i 'f I CITY OF COSTA MESA VICTORIA ST, ff , fl ~ I ,_J---"'1BTH=-,---=.STc,;,, --+,a I BAKER li1 J' ~I' ..... r!J"R(S t/<i:-"2 ~ ~Y ~ . «:> ~ "" ~ UPPER EWPORT ,.=d!::?'':; §'1 BAY r,'Q .,.· j;j .J I a:, ,. , u h O "' I EHP vr, ~ lBER / ? ; ; • N •N ~ §::." L lruID PIER ,.,,,_,,-.. SflY ...... -- ,/ / I l UN!VERSfr'1 ~~-I ND I CATES AREA SHOWN ON LOCATION MAP OC[AN P911,, ~ V u C ~ IN! ~ TY MAP SCALE: 1' = 4400' ·PROJECT SYMBOL LEGEND -0-POWER POc.E 0 MRNHOLE V FIRE HYDRANT " D METER BOX -----{l}-----VAL VE POWER POLE ANCHOR D, MONUMENT -x-x-x-FENCE =--==---= BLOCKWRLL 0 TREE {J{J SHRUBBERY .= .= -= -=-ASPHALT 1'1'!1/EMENT §&\&¾ BR I CKWALK [::· :. : :/ cm~CRETE ~/////d BU I LO I NG ----EXISTING CONSTRUCTION ----PROPERTY LI NE ----NEW CONSTRUCTION ---t.---CENTERLINE ----B-----SEWER LINE -• ----¥.-----WATER LI ~E ---G-.--GRS UNE -E--POWER LINE -TEL~ TELEPHO~IE LINE -TV-CABLEVISION L!NE -SP-SPRINKLER SYSTEM 'Cf: STREET L:GHT EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BERCH (UTILITIES DEPT.) COUNTY SAN !TAT I ON D I STR I CTS NUMBERS 634-0251 885-0221 611 644~8011 962-2411 CITY OF IRVINE ~ U.C. I. - ·• CALL TOLL FREE , 1 ·800·422·41331 BEFORE YOU DIG COMCAST CABLEVISION COMMUNITY CABLEVISION 542-·6222, AFTER 6:00 PM 542-3875 720-4040 'E,WPo ~ J tJ ~ ~ '~ IFO'ft: " ' PUBLIC WORKS DEPARTMENT PARK~NG LOT BALBOA ~[ERuM[Eu[ER WA[L[L APPROVED: PRO..JECT LOCATION RECOU\!JS7f RlUCu ~ 0~ C-2881 PUBLICWORKS DIRECTOR R. E. 1 2906 LOCATION NOT TO SCALE ID BAY :MAP ---.,, .. ·~,,_ ' GENERAL NOTES 1, ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL. EXCEPT RS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS. OR IN THIS CONTRACT'S SPECIAL PROVISIONS. BE CONSTRUCTED IN ACCORDANCE WITH THE 'STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,' 1991 EDITION. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN RS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION, ANO ELEVATION IN THE FIELD, PRIOR TO BEGINNING OF CQNSTRUCTION, ' 8. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE. COLOR. DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. P-5141-S SHT. 1 OF 3 ? 1~ ,.,, -.., .. ~,. ·•'-'"" '.~_; ! ·, j , . ', I -, ,_)' -' :.,.; ··: i ., ; ~ --:"': '-;'. l ~ 'I ' ~ ,,-, rM•••-M--•~ '" it~ : :::--: ' ',c-J u '\) I \ C ""' ., ~ ' Li i i "! ;- I I I ) C ! 7 1) F w L,i.J ~ F lb!i"i m :c ·OC C ~ ' ' ' ' ' ' 7 7 7 7 ' ' ' ' ' ' ' ' ' ' ' ' I ' ' -------------------------------·------------------------~ ' ' ' ~------------·--·---------·----------------------------------·~ 1----------------------------------------------------, I ' I ' ' I ' F w w to~ F [_,fl ;Ii:: J oc [QL ' F w w ~ F !J'j ~ g F ~ ~ -:tt: Ul oc '""$' =ce-:. ' ' ' ' ' I I I ' ' ' A.S 8UllT ~LEAR NEW WALL ("'q · PILING l r, : /1 ,-1-!0_D_IFY_C_A_S_E_"A_"_WA_L_L __ ., I I SECTION AS SHOWN TO REMAIN I I CLEAR OF PIER PILINGS ALONG I I 15' OF NEW WALL ADJACENT \ I , I TO BALBOA PIER. , ' , I I " I • 1 I , ... , ...... , ........ ~··:·}" 1-+.;.,---;...-- -----• •• "-\{: : : \:. _-.. I 0·J··~---' I I I DETAIL N.T.S. i ' ' I I I I ' I ' '1-----------------------------------------------------~ '-----------------------------------------------------~ \ ' ' I ]----------- - -------· ---·-----------·-·-----•••• -· ------------.. ,.. ··1 i----------------------------------------------, ' ---------.. ' ' \ ' ' ' ' -------------"--------------~------------~ -- ' : ----------------·-----J---------------------------------~ I I I I ~----------------1 1---------------------------------, I I I ' I } I .,_ -... ! ' ' I I I I > ' I ' ' I I I ,---------------------------------1 ' ·-------------~---- ! I I ' I ' I , I ' --------------------------1 I ~ ---------------------------! ---------------------·------------------· ---------/ ' ' I ' .... ----------:.. ------------------------------·-·------------· ----/ ' I I --~----------._ -------------·""-""'·--···------·•--'------··--------------... ' ' ' --------------------~---------------------------------_______ _. ------------------------·-------· ---~------------· ---------' I ' ' I ' ' ( __ -·-·-----------·---------------------------------·----------------------------i ' ) ' ' ' ' I oc 0 00 ..J oc m I_ _J ,s· L _J l£ L2:J _.J Lr (D/ _Jlf_ 785' I --..i 1 NOTE: ' \ \ ----~ \ .... t ,. I -----, I ., ' ' I I I j i " " _I I ' • ' ' ' ' I l, I,--~--'" I ' I ,· - ' ' ' ' r -· -__,, ' ' I ' ' ' ' ' .... .,----~ "•· -_I EXISTING PALM TREES WILL BE RELOCATED BY THE PARKS DEPARTMENT ' ' r ' ' I ' ' ' I ' I ' ' ' ' I I DATE BY OOINJST!PdlUCT I ON INJOTES 0-REMOVE EXISTING CONCRETE BLOCK WALL ANO CONSTRUCT REINFORCED CONCRETE WALL PER CRSE "R' PERIMETER WRLL RECONSTRUCTION DETAIL HEREON. ®--DRILL 3/4" HOLES IN EXISTING P.C.C. CURB RND INSTALL *4 X 21" DONELS RT 32' ON CENTER AND GROUT IN PLACE. ®-INSTALL @4 REINFORCING BRR ©- ©- CONSTRUCT REINFORCED CONCRETE WALL PER CASE WALL RECONSTRUCTION DETAIL HEREON. PROTECT EXISTING REINFORCING BRR IN PLACE. "B'' PERIMETER ©-REMOVE SO IL AND CUT AND CAP .EX I ST I NG I RR I GRT I ON CONDUIT BELOW SIDEWALK GRADE. 0--REMOVE EXISTING CONCRETE MASONRY PLANTER BOX FOUNDATION AND ADJACENT SIDEWALK PER DETAIL HEREON, ©-REMOVE 7' 11IDE PORTION OF EXISTING P.C.C. SIDWRLK. ©-DRILL 3/4' HOLE IN EXISTING P.C.C, SIDEWALK RND INSTALL i4 X 29' DOWELS AT 32" ON CENTER RND GROUT IN PLACE. @-GRIND PERIMETER OF SIDEWFILK/PLRNTER REMOVAL RRER TO R SMOOTH, UNIFORM OPENING WITH l/4' MIN. RRDIUS. @-PATCH SIDEWALK/PLANTER OPENING WITH STAMPED 4-INCH MINIMUM THICKNESS CLASS 520-0-2500 P.C.C. TO SIDEWALK GRADE WITH EDGE RADIUS TO MATCH RADIUS OF S!DWRLKtPLANTER OPENING. P.C.C. TO BE ADOBE GOLD WITH PLASTICRETE 161 R. WATER REDUCING. SET RETARDING ADMIXTURE. STAMP PATTERN TO BE RIVERSTONE. . ru . ~ 4:1 BATTER 2'"+ -It-le CASIE " [Bl " 1' RADIUS TYPICAL WITH EXISTING PERIMETER CURB WITHOUT EXISTING PERIMETER CURB REF. P-5030-S !PIER~ MlETlER WAlL lL !PdlEOOINJSu[RllUCT I ON EX, 4' THK. SIDEWALK 6 PATCH EXISTING P.G.G. P,C.C. %-~sv 14'-0" APPROVED 43.'t:2 JU,., PUBLIC WORKS DIRECTOR R E. NO. 12808 ,:3. 8 !Pd EIMDV A lL [Dl!Elf A ~ [L. N.T.S. C-2881. [§;.ffe.lLfBOA PA~K!INIG IL.OT IRIEOONISTRUCT. i OIN! IPIEIA u IM!lETIEIA \f'\#,~l l AS 8U/t,"( DRfE /0•'3t,C>/I -+--------------·----+--.i:::;:.;,:,.:::;;==::;::::;::::':===1------""---------.-_;__:_: ___ -,! CESCRIPTIOM APP. D DES I GNED SL DRAWN MG CI TV OIF i'i1Bi'&'PO!Fff IEIEACrH P-5141-S ------~--------+ REVISIONS CH[CKEO llJ DHTE 81 Oct 1991 ----1---------11 PUBL I C WORKS DEPARTMENT SHEET 2 Oc 3 w ' ' ' ' ' I I ' ' ' ' ' ' ' ~1--r--l ' 0 m "' ' ' ' r . i' I 0 I J 01 h, : " ~ w w ~ IF 00 [.,[Q ~ oc ~ a: ' ' ' ' _ G:~□--.. J ___ - _J ~ tj} 0 '7 ~ • •• v". i . \\ ~ 1 r ' ' ·s ' ' - - ---' ' ' I ' I F w w ia:: ~ In ~ d [J-: ~ ' ' ' ' IT-w w ~ t= !J"J ~ 0 F lt!IJ ~ =-:i -~ 10')) ~ ~; = ----------------•-----·-· ------· ·-··---"' --· ·•·----·------·---···-·---I I I ' ' r---------------------·---------------------------------~ ' ' ' • ' ----------------------------------------------~ , , , -----------------, ' ' I ' , ' / " . ' ( I ' I I I ' I ·-.. ---· ~··· -----···------· /'0 ,,,,.,,--0 { I 6 785' • ' ---, I ' I ' ' r---..! 1 , ; '·-~ --·· i ' ' ' ' ' ' l I -----------------------, I ' ' I ----·-------------------------1 1··· ' ' < I I I I ' I ' I I , I I ' I ' I I --·-1 ,--------------------------: ' ' I I ' I ' ' I r· ·-.. ....,.. ' ' ' ' ' ' I ' '. .. ----: ' ' r· ---• ?4' 1 1---=~.....j --~•--. ·--□~-__ 2~j~. _J 1£. I. 20 • I AS BUILT MO/lT,4f/., OAP i :: .. . . .. • ·: ·· .... '. .. ... . .. ; . : . •• ·: -·: ! • .. . : .. . . . .. ',. •.·. : . . . ' ~ .. : . . . ... --/i-lSTAU--1f,l.:2"pvc CAP rflleD WITH ANT!-SEtZEO COMPoUAIO OVER. NUT AND /301..T BerCR.€. MOR.TAR Cf'.f' /G PlACe.0. .. .. • -· -,,_;·.;...u..u.....1.....w.U-l-~'-'-,.. . . . . . ...:.J-LJ...J..l.-1...., • , .: .• :. ~. : . : '. b b. I I i I I I I I I Loi .. I I . ~ :. . ' ; : '. I DETAIL "A" N.T.5. i / ~ w !11t-l! ell:: ~"="' rs, ~ ,>e·~--:l ~ ~ ~ [L~J-ll fiL roc (Q 00 ,J ( I i \ \ ' i \ \ \ \ / / \ I I I \ \ I ! I CD ® ® © 2. 8. REMOVE EXISTING MORTAR CRP PER PARKING LOT LIGHT PEDESTAL DETAIL HEREON. REMOVE EXISTING STREET LIGHT MOUNTING BOLT NUTS. RETHREAD MOUNTING BOLTS AND INSTALL ANTI-SEIZE COMPOUND AND NEW MOUNTING BOLT NUTS. REMOVE RLL RUST AND SCBLE FROM EXPOSED PARK I NG LOT MOUNfl NG PLATE AND BOLTS AND SANDBLAST TO EXPOSE GARE METAL. APPLY EPOXY BONDING AGENT AND PLACE NEW MORTAR CAP. WITH 2" MINIMUM COVER OVER MOUNTING PLATE, NUTS RND BOLTS. ALL WORK DETR I LEO ON THESE PLFNS TO GE PERFORMED UNDER CONTRACT SHALL. EXCEPT RS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS. OR IN THIS COMTRACT'S SPECIAL PROVISIONS. BE CONSTRUCTED IN ACCORDANCE WITH THE 'STANDARD SPECIFICATIONS FDR PUBLIC \JORKS CONSTRUCTION .• 1891 EDITION. AFTER REMOVAL OF THE EX I ST I NG MORTAR CflP, ALL l'RFlK I NG LOT LIGHTING MOUNTING PLATES. NUTS AND BOLTS SHALL BE PREPARED. PREPARATION SHALL INCLUDE RUST ANO SCALE REMOVAL AND SANDBLASTING OF ALL EXPOSED METAL MOUNTING PLATES ANO BOLTS. THE CONTRACTOR MAY REMOVE ONE MOUNTING BOLT NUT RT A TIME. COMPLETE HIS WORK RNO PROCEED TO THE NEXT MOUNTING BOLT NUT. AFTER REPLRC I NG ALL FOUR MOUNT I NG SOLT NUTS ON THE LI Grrr MOUNTING BRACKET. THE CONTRACTOR SHALL SANDBLAST THE MOUNTiNG BRRCKET NUTS AND BOLTS. THE UPPER PORTION OF THE CONCRE1E PEDESTAL. THE EXPOSED PORT I ON OF THE PARK I NG LOT L I GHT MOUNTi NG BRACKET AND. THE NUTS AND BOLTS. AND THAT PORTION OF THE LIGHT POLE TO BE COVERED BY THE MORTAR CAP SHALL BE COATED WITH RN EPOXY BONDING AGENT PRIOR TO THE CONSTRUCTION OF THE MORTAR CRP. THE EPOXY USED SHALL CONFORM TO CALIFORNIA SPECIFICATION 8040-01E-08 AND SHALL BE USED IN STRICT ACCORDANCE WITH THE MRNUFRCTURER'S PRINTED INSTRUCTIONS. RLL PARKING LOT LIGHT PEDESTAL MORTAR CAPS SHALL CONSIST OF 2 PARTS SAND RND i PART CEMENT, THE MORTAR CAP SHALL BE SEALED WITH R CLEAR. PENETRATING WATERPROOFING SEALANT. THE SEALANT SHALL BE APPLIED Fltl STRENGTH RT THE RATE OF 1 GALLON PER 200 SQUARE FEET OF MORTAR CAP IN STRICT ACCORDANCE WITH THE SEALANT MANUFACTURER'S PRINTED I NSTRUCT i ONS. SEALANT SHALL BE .Qfl_ETO_ D I STR I BUTED BY UN ITEO CRETO COMPANY. ASHFORD FORMULA O I STR l BUTED BY t,flRTECH ASSOCIATES. OR SYNAK S-101 RS OISTRiBUTED BY ATRCS. INC. I_,, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I REF. P-5030-S. P-5141-S l"1 I \ ;--PARKING LOT LIGHT POLE I V PUMCO * 1025-T i 'i I I I \/0 ;f /'CD ~ARKu~G lOT LIGHT IPIE[l)IEST Al fDJll:T ,fife, I IL N.T.S. C-2881 l----l----+------------l---lAPPR~~0 'Ill BALBOA PA~Ki~G LOT l!GHT PEDESTAl REPAIR (CHANGE ORDER NO. 1) PUBLIC WORKS DI RECTOR --f---.....J ... --.. ·······--·------··---------1-------' R.E. NO. 12806 DRIE / -1,.'Z ... -&/'L ··-·-----.•----+--~:,;.;;;==;;::;::;=:=1--------~----l !nlpp ·o CESiGl1ED .oR~i,N "''icy p 6141 s SL i • G. HILLHEM GI u OF l~IE'if!l!PORT [B;[E;\(';l"I --~--1s-----....;...-c.c.......c==--i 9f[/~il----+--A_G __ 8_U_1_1.:-T D'1TE. BY i _, __ ,....., __ .,_ DESCRIPTION REVISIONS CHECKED LO 1cr;r Jo~ 1982 PUBL IQ WORKS DEPARTMENT SHE::T 3 or 3 -· ' . -··--·-----... ,.. w ' t,,; ., . r-·-·--· --.. -, ( " ti.I