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HomeMy WebLinkAboutR_5661_S1---+---BAKER u /:i rr:: t §; ffi 1.1.I t;:i ADAMS i::q -4--------11---'-=-----=-----Rc-=VEc__. ~----,-;, ORANGE COAST COLLEGE z 0 f-l~ CITY OF CO5TR MESR 1-------J ORANGE CO. z ~ -m r-g§ 1 z ~ :::J 8 :::r:: 9i CL 0 >- VICTORIA ,-·7 . . 1 I L9TH ' ' . uJ > a: a: ST. SCALE: I" = 4400' SYMBOL LEGEND • POWER POLE 0 MANHOLE '(j FIRE HY DRRNT D METER BOX -VRLVE POWER POLE ANCHOR in MONUMENT -x-x-x-FENCE BLOCKWRLL 0 TREE (J CJ SHRUBBERY ..LLL .LLL .LLL .LLL ASPHALT PAVEMENT ; ; : I ' I I I [ : : : : :: : : : : BRICKWRLK I CONCRETE ~Ill/I/Illa BUILDING ST. ---------EXISTING CONSTRUCTION -----PROPERTY LINE NEW CONSTRUCTION FAIRGROUNDS I I 4.5' 19 CITY OF IRVINE <§;' ~ " ~ U. C. I. R . . 'f' X :... 'l: ---1_---CENTERLINE a: >->- ----5----SEHER LINE = 1--s· ~ I 1-----TYP-. --~5~.5_' ---~-TYP--i• r2• TYP. -----W-----WATER LINE ---G--- -E-- -TEL- -TV-- -SP-- b: -0- f=•-•cj t--::::c _ -J _,_~---.~,. GAS LINE POWER LINE TELEPHONE LINE CABLEVISION LINE SPRINl<LER SYSTEM STREET LIGHT SIGN GARAGE OPENING WINDOW FIREPLHCI:_ SlECu ij OlNl ® -----Ix N.T.S. EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EOJSON COMPANY PACIFIC TELEPHONE COMPANY NUMBERS CALL TOLL FREE CITY OF NEWPORT BERCH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION 634-0251 895-0221 611 6 11 644-3011 962-2411 542-6222, AFTER 6:00 PM 542-3975 1 • 800-422·4133 BEFORE YOU DIG PUBLIC WORKS OClERN FRONT 57rRlElE7r FROM 31TH SlREEl ro DEPARTMENT [E[N[OJ ]MfJROVEMlEN7rS S7rREE7rpRND 57rRlEE7r N/0 CORSl H]lGH~RY C-2929 APPROVED: rCWORSDIREcToR R.C.E. 12006 DATE: 6"-/6'-'J3 SAND -ru - SEE SHEET 3 LOCATION MAP N.T.S. 1. 2 ® CD ® @) @ @ ® @ @ 3 '-4" GENERRL NOTES ALL HORK 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 INCLUDING SUPPLEMENTS TO DATE. 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 10 BEGINNING OF CONSTRUCTION. CONSTRUCTION NOTES CONSTRUCT PCC CURB, TYPE 'B", PER C.N.B. STD-182-L, WITH 6' CURB FACE. CONSTRUCT 6" THICK PCC LANDING. CONSTRUCT 6" THICK PCC ROADWAY CCIIISTRUCT PCC THICKENED EDGE PER DETAIL "C"_ SHOWN HEREON. INSTALL PCC PLANTER BOX PER DETAIL DETAIL "A" SHOWN HEREON AND FILL ALL CELLS WITH MORTAR. CCIIISTRUCT PCC SIDEWALK WITH THICKENED EDGE PER DETAIL 'B" SHOWN HEREON AND PER APPLICABLE PORTIONS OF CNB STD-182-L. INSTALL 3' DIAMETER H.D.P.E. CURB DRAIN PER DETAIL "B" SHOHN HEREON. INSTALL t4 REINFORCING BAR. INSTALL t4@ 16" ON CENTER AND GROUT IN PLACE. 10' 3 '-4" 12 II, .1 IP LAlNlulEIR !BOX APPROXIMATE SCALE: 1·-2· fl'_ 5' 4.5' I I G" BEVEL END OF P I PE TO i MATCH PCC cu~ FACE\ r 2 CUIRB [t)IRA ij [NJ N.T.S. • "-' 10 7 ~SAND-, uH ij CKlE[N]IE[D) IE[D)GIE ~?-ofESSio. :::;,,-1 viOL -"'fl'(' I : ')-r (:j ,' ✓·, ' /;! v'v\.l ,jJ tf'1-d / i No. 22695 Exp. 12-31-9 CJVll or cAl1' NT$_ R-5661-S SHT. 1 OF 4 i I ' r. --+--------8.0 -------------- __NORTHERLY F.L. ---·-----------· .--------------· --· ------- 1-------· ·-------------+------+-----+-----·· -t------+-----+-----------------------------------------------L-- -------------------------------l------+-----+-------l----l:j(t------+-----------------------------------------------+-----+-------J------L------1--------------------------------J ----· ---m"'+------+--------------··-------------------------··--------____ 1 ••• _________ _ ..9--~ EX. SANO 15' SCUTH OF 4..~ _____ ~~ t] --mm"-~ gg ________ ----------·---------------------------------------!l!s .,,1 ___ -,.-E_X._SR_N_D_l_5_'_S~OU_T_H_O_F_4..-=--'\ ~ I.fl tsl ma:,..._ +1-> + ...... 01 t.n tsJ \ f-------------------------1----+ f------~ f----"'+ <------en --""f------------------_ -_ -_ -_ -_ -_ -_-_ -_ -_ -_ -~--_ -_ -_-_ -_ -_ -_ -_ -_ -_ -_ -_-_ -_ -_ -_ -_ -_ -_ -_ -_-_ -_ -_ -_ -_ -_ -_ -_ -_-_ -_ -_ --------~lf! S ! -,, .t --"'+----"'+------·~+---- $' ID Ol 01 t!I lO -1 -__ ..-, + __ + ____ + ELEV. 10. 0 --+-----", -,, ___________ s_~=-~~2.!'I~-__ lll ~'-----+------ELEV. 10. 0 rn-"'_; "' °' 1--------------f--------- - - ' -=---+-------------------------ELEV. 10. 0 ----"-----S-L~8!{ ---------:/__ --- 1--------------8. 0 8. 0 -----------------------------------1-~ .,, -~ ... ---1--------------------8 0 ~ r ,J)~ ,_v.s, ..9 --.---------~----------. "' -'0 ·..e'& s: ~ ·,9. PROFILE SCALE 1------__________ ___j it: -·"=-'i9""1, _".J ---+--'s:;,1 "' "' Cl.Im f£1Gff VFll!ES .s> C' <J-. ·-lilj...J < " SOUTHERL y F. L. FROM 5" TO 6' '<_,\ ------l----s~ou·T-H=E=R-L Y-F-. L-.--• -----I HORIZ: 1 n =20, .till ----"--+-----+---+--'<.) t-------"=-'--'-=,,__,_,,,,__,'---'-~~---+------+-----f-----+-----+-----"=~~L-.!...~-----1 VERT: l "=4, SOUTHERLY F. L. 9+00 10+00 9+00 10+00 CD ® ® © ® ® 0 ® ® @) I u a: w -IIl ~ a: u ti) I-< ~ ffi ::::J 0.. 1-z 0 a::: LL. z a: LaJ u 0 CONSTRUCTION NOTES REMOVE EXISTING ENCROACHING IMPROVEMENTS. CONSTRUCT PCC CURB, TYPE "B", PER C.N.B. STD-182-L, WITH 6" OJRB FACE. REMOVE EXISTING ALLEY APPROACH AND CWSTRUCT 6" THICK PCC ALLEY APPROACH PER APPLICABLE PORTIONS OF C.N.B. STD-142-L, TYPE "A". CONSTRUCT RESIDENTIAL ffiIVEHAY APPROACH TYPE II, PER APPLICABLE PORTIONS OF C.N.B. STD-163-L, X=2'-6". CONSTRUCT VARIABLE HEIGHT PCC CURB, TYPE "B" PER APPLICABLE PORTIONS OF CNB sm-1B2-L. CONSTRUCT 4" THICK PCC SIDEWALK. CONSTRUCTS' THICK PCC LANDING. CONSTRUCTS" THICK PCC ROADWAY. INSTALL 3/8" EXPANSION JOINT MATERIAL. LaJ > -a::: Q LaJ a::: 0 :::c en a: LaJ en -i 37TH STREET BM NB-2-83-83 38TH/RIVER EL. 3.365 (1976 ADJl TBM N'LY NUT F.H. 38TH/39TH AT SEASHORE DRIVE EL. 12.005' I u a: -w I: -...... _J IIl ::::J 0.. 1-z 0 a:: LL. z a: LaJ u 0 12 PROTECT EX. BRICK WALL IN PLACE 3' - - ! EX. 8" VCP--~ * SRWCUT EXISTING BRICK I-fill AND PCC PATIO ALONG PROPERTY LINE PROJECTION PRIOR TO REMOVALS. REF. FB 522 SI-IT 74-76, ATLAS E4 LaJ > -a::: Q LaJ ct:: 0 :::c en a: LaJ en APPROVED SOUTHERLY F.L_. 38TH STREET BM: NB-2-83-83 38TH✓RIVER EL. 3.365 (1976 RDJl TBM: W'LY NUT F.H. 38TH/39TH AT SEASHORE DRIVE EL. 12.005' C-2929 @ ® CONSTRUCT PCC THICKENED EDGE PER DETAIL "C" SHO!,N ON SHEET 1. INSTALL MULTIPLE TRUNK MEDITERRANEAN FAN PALM TREE, 24" BOX INSTALL PCC PLANTER BOX PER DETAIL "A" SHOWN ON SHEET l AND FILL ALL CELLS WITH MORTAR. ·1---1----1-----------+--l=-;;;"(a';';;:'. :::::c· Q~, w~ OCEAN FRONT STREET END IMPROVEMENTS PUB}_fi1°~Kl 0/llJbTOR • 37TH STREET AND 38TH STREET @ @ INSTALL 5, 5-GALLW NATAL PLUM AND 5, 5-GALLON PINK LADY PER PLANTER. CONSTRUCT PCC SIDEWALK WITH THia<ENED EDGE PER DETAIL 'B' SHOWN ON SHEET I AND PER APPLICABLE PORTIONS OF CNB STD-182-L. @ INSTALL 3' DIAMETER H.D.P.E. CURB DRAIN PER DETAIL "B" SHOWN ON SHEET 1. . ' . l, ''. '. :,:· • ____ , _ __J DATE ;-/1-'f) _□_RT_E ___ B_Y ~----□E_s_rn_1P_T_ro_N _____ i,.R_PP_'_D.-1--D~cS=I~GN=ED--SL-+D=RR=W-N __ FT--1 C J T )( (OJ F NEW P(O) R l !El EIFICHI 1--R_-_5~6_6_1_5--t CHECKED DFTE PL.:BLI C NORK5 DEPRRTl1Efd SHC:ET 2 CF 4 JW 16 Jun 1993 REVISIONS ' I I .i 1. ' i i ~ ~ 0 Ln Cl< . PE co r;, "' >-w ....I ....I a: ------- 9+00 ( .... :z 12 13 0 :c a::: u a: LL. w -al Q z u a: :z UJ ...... -_J cc al ::, Cl.. LI.I I u 0 12 13 CS) Ln "' 1---------------+-----'.i' ----~-----':;,}----- ELEV. 8.0 CD a, a, 1---------6.0---+-------,---- CENTERLINE >-:z ::c t-u, a: C) LJ LJ -..... -LJ a: a.. 8+00 9+00 °' u w - M co + m 10+00 ,,. "" "" "" - BH: NB-2-8-83 38TWRJVER EL. 3.365 (1976 ADJ.) TBH: N'LY NUT F.H. 38TH/39TH STREETS EL. 12.005' ELEV. 8.0 6.0------t 10+00 La.I > -a:: Cl U1 La.I a:: 0 ::c U1 t-a:: 0 a.. :z La.I :z CENTERLINE BM: IJ 58-80 PCH/ORANGE EL. 7. 115 C 1976 ADJl TEH: N'LY NUT F.H. 38TH/39TH STREETS EL. 12.005' ! :r: u a: w o::i -c:, z u er: UJ ...... -_J o::i :::J CL I .... :z 0 a::: LL. :z cc LI.I u 0 13 12 13 9+00 CD ® ® © ® 0 ® ® @) @ ® 10+00 CONSTRUCTION NOTES REMOVE EXISTING ENCROACHING IMPROVEMENTS. CONSTRUCT PCC CURB, TYPE 'B', PER C.N.B. STD-182-L, WITH 6' CURB FACE. REMOVE EXISTING ALLEY APPROACH AND CONSTRUCT 6" THICK PCC ALLEY APPROR::H PER APPLICABLE PORTIONS OF C.N.B. STD-142-L, TYPE "R". CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE II, PER APPLICABLE PORTIONS OF C.N.B. STD-163-L, X=2'-6". CONSTRUCT 4' THICK PCC SIDEWA...K. CONSTRUCT 6' THICK PCC l...fl',lDING. CONSTRUCT 6' THICK PCC ROADWAY. INSTALL 3/8' EXPANSION JOINT MATERIAL. CONSTRUCT PCC THICKENED EDGE PER DETAIL 'C" SHOWN ON SHEET 1. INSTALL MULTIPLE TRLJIIK MEDITERRANEAN FAN PALM TREE, 24" BOX INSTALL PCC PLANTER BOX PER DETAIL "A' SHOWN ON SHEET 1 AND FILL CELLS WITH MORTAR. @ INSTALL 5, 5-GALLON NATAL PLUM AND 5, 5 GALLON PINK LADY PER PLANTER. @ CONSTRUCT PCC CURB AND GUTTER, TYPE 'A", PER CNB STD-182-L WITH 6' CURB FACE. 40TH STREET BM: NB-2-8-83 38THIRIVER EL. 3.365 (1976 ADJ.) TBM: N'LY NUT F.H, 38TH/39TH STREETS EL. 12.005' REF. FB 522 SHT 74-76,85, ATLAS E4,E6 C-:-2929 DATE BY PUBLIC WORKS DIRECTOR R.E.C. NO. 12806 DATE 6-(I.J/7 OCEAN FRONT STREET END IMPROVEMENTS 39TH STREET AND 40TH STREET,AND PROSPECT STREET N/0 PACIFIC COAST HHY DESCRIPTION HPP'D. DESIGNED SL DRRWN n r; I TV Of I\IIEMIP0'1:T IBIIEPJ[:H R-5661-5 ---~-~------------~--1---------+-------1 t----------< lHlCKlU DATE "UBLIC HORKS DEPARTMENT REVISIONS JW 16 Jun lSSJ SHEET 3 Of 4 • • • • I 1-------------------+-----------------1-------t-------l-------->-------------------------------------------------------------t------ 11-------------- ---- ------------------ " / -----------------------j--------------------------i-----------------j---------t-----------------------------------------------------------------------------:--+-----,---\---"~---+------j---/---+---- ,__ ________________ -+----! ~-+------+-------+--en>-------·· -+----------------------------------------------------~~ -r-i ----+---'-~,c---t--------1---,~/'----+---- ,-------------------+-----~ r= EX. ct_ (SANO) ~~:i:-: ~ ~ ~---t----------------------------------------------=~ -~ "-. __--EX. q: (SAN i:15 ~ tn \ ISi + a: i:f u-, ~ > C0+ "'+ lSl "' ~ N. I . C. .. ---------1 NOT IN CONTRACT -----+-----"-. :tt------*+---\-\ --:tt----cn §I ~ en~ a, en--~ ----------------------------------_:_·~--------------------· _-_-_""_ ~ ! - ----~t----/-7-, ~ lSl / i : ~ -, 1------ ,-------------------+------,, !jl----t----\ o:,c,: 0 ----t--------f--/ /. -+ "'-~1---------------------------------1 -· -ELEV. 10:0-------+---- 1 ~~~~~---_ --1 --·_\_ --__ §_=-0,c~~(~--~(:-~-+------E-L_E_v.-1-0.-0---------• --··--·------------EL_E_v ___ 1_1 ___ 0 ____ :~ -----.L ____ :v, i ;-"' ------=============-=---EL_E_v ___ 1_1-.0---------------~~~~------- \~ 19,..... --8. 0 ---t---·----•• -\"t-"< 9. 0 ----------- -----------------------+--------------~------t-------+------t--+------------------------- -CENTERLINE····-·· •••••• --------.--. -_-_::===--+------+-----=cE-NTERLINE ----------------------~~C'""'E=N=TE=R=-L-=IN~E~---·--··----+-_::_' ----f-&i~ --·,.,;:~ (G;---•• --------=cE=N~T=E=RL~I=N=E----------0 -------------~~-----+------+--------+---·--+-------+-------~-~--------------------/ ,_,. ---t----------------- .. ---------+---------------•-+-------ft---. ---. -+------+---------------------~ ' .. ------··· ---··----------------+-----F+-------t--------c=---=-:c-=--::" / / EX. SAND l~~OLJTH OF CL ,__ ________ -__ -_-_-_-_-_-__ -_-___ -_-__ -_-------------~--__ -_-=---+-+----_-_-_-_-_-:-i---+gg-+-==cn=---cn-+--__ -_-_-/-_-EX-.-BR~l-CK-15_'_SO_LJ_Tfj_O~F_-_{i,=====--_-_-_ --i------~==============--===-· _-_--_-----·---=--=----_--_-_----==========================================-=--f_J ___ i+,_-i-=/~;/=~~=~=~=========cs,=~====--,,/-=--~------gg+'--..:-------------------------------1 -- ---+-------------------------- ELEV. ELEV. S = -2.517. ELEV. --------------------------------------------------,-----------.-- ,__ ___________ a_. ~0~---_-_-_-_-_-_-++---_-_-_-_-_-_-_-_---+ __ , _"' ___ • ---+------+-------+--~~0,,_ .JJ lt-/-----~~~=~~B_.~0 ________ , HORIZ: 1 "=20' t-------~~~=~~~· =0~-_-_-:_-:_-:_+-~-~~_<f'_'/~f-'<:> _-+-~~ ( \X<S> --------~-'. Is:¥€ ~c. . -------'--~---9_._0_::=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-·--=------_-_--_-:=-_, _____ S=O•U=J!:I.E_RLY_F.L. ·-·" <_. , SOUTHERLY F.L. VERT: l "=4, SOUTHERLY F.L. __ --t---~---+-'/~ -------+· -~~ _ 0~~-'~'J;-~· -----~S~O=UT~H=E~RL=Y~F-=L~·---------- CD ® ® 0 ® 0 ® ® @ @ @ I ~ - w 0 W z ffi u -,__. _J w ::J 0.. t-z 0 a:: La.. z a: LaJ u 0 CONSTRUCTION NOTES REt'IJVE EXISTING ENCROACHING IMPROVEMENTS. CONSTRUCT PCC CURB, TYPE "8", PER C.N.8. STD-182-L, WITH 6' CURB FACE. 9+00 REt'OVE EXISTING ALLEY APPROACH AND CONSTRUCT 6" THICK PCC ALLEY APPROACH PER APPLICABLE PORTIONS OF C.N.8. STD-142-L, TYPE "A". CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE II, PER APPLICABLE PORTIONS OF C.N.B. STD-163-L, X=2'-6". CONSTRUCT 4" THICK PCC SIDEWALK. CONSTRUCT 6" THICK PCC LANDING. CONSTRUCT 6" THICK PCC ROADWAY. INSTALL 3/8" EXPANSION JOINT MATERIAL . CONSTRUCT PCC THICKE1'£1J EDGE PER DETAIL "C" SHOWN ON SHEET 1. INSTALL MEDITERRANEAN FAN PALM TREE, 10' MAXIMUM HEIGHT. INSTALL PCC PLJlmER BOX PER DETAIL "A" ON SHEET I AND FILL .fil.L CELLS WITH MORTffi. 10+00 EX. 6" CIP 41ST STREET INSTALL 5, 5-GALLON NATAL PLUM AND 5, 5-GALLON PINK LADY PER PLANTER. REMOVE EXISTING PCC PLANTER RING. REMOVE EXISTING PCC PLANTER RING AND RELOCATE EXISTING PALM TREE 8' NORTH/WEST OF EXISTING LOCATION. REMOVE EXISTING AND CONSTRUCT TYPE "A" VARIABLE HEIGHT CURE FtJD GUTTER, PER APPLICABLE PORTIONS OF CNE STD-182-L. REMOVE EXISTING AND CONSTRUCT PCC CROSS GUTTER PER APPLICABLE PORTIONS OF CNB STD-185-L. I u a: - w ~ w ffi u -,_, _J w ::::J 0.. t-z 0 a:: La.. z a: I.LI u 0 9+00 N. I . C. NOT IN CONTRACT REF. FE 522 SHT 79-80, ATLAS E6 10+00 > -a:: Q LaJ a:: 0 ~ Ul a: LaJ U1 42ND STREET BM: NE-2-83-83 38TH/RIVER EL. 3.365 (1976 ADJl TEH: W'LY NUT F.H. 41ST/42ND RT SEASHORE DRIVE EL. 12.450.H. C-2929 1----+--+----------i--i ---lRPPR0?9, /), '\,,1 /) {_),r..,a /~ OCEAN FRONT STREET END IMPROVEMENTS l---l----t-------------l----1;;;~~~~=;"---PUBLIC HORKS DIRECTOR 41 ST STREET R.C.E. NO. 18206 DATE G -M-tj'J ORTE BY DESCRIPTION APP'D, DESIGNED SL DRAWN FT CI TY IQJF l'-JIEIWPIQJRT IBiEIF!CH -------------------------+----1------+------l REV!S[ONS CHECKED DATE PUBLIC N0RK5 DEPARTMENT JW 14 Jun 1993 R-5661-5 ------------- SHEET 4 OF 4 1 i i