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HomeMy WebLinkAboutS_5115_S, rt"'·t -tUk :.....---- VICINITY MAP N. r.5. ' l ' II'. !• I V' " • '/, \ ' ,. ·,r ~./ ~ _, • L ------'------------------------- ' 12' 1----------------i,.,.- 2/76 DIETERICH-POST CLEARPRINT ' ' ' _.., . ~ . - - - § -~ Ml ~ -~ - ~ ~ --~ ' ---~ ' - ' . . . . l ~ 0 - - 1. 3, i 4. • i 5. ' 6. ' 7. ---- 8. GENERAL NOTES 1'IIE CllllSTllUCTION Of ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO T1iE REQUIREIIENTS OF THE CITY Of IIEWPORT BEACH CONSTRUCTION STANDARDS AND "STANDARD Sf'ECIFICATIONS FOR PUBLIC IIOIKS CONSTRUCTION, "1985 EDITION" AND SUPPLEMENTS. El!STilli UIIDER&RDlJIID UTILITfES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL IIE RESPOIISIILE FOR VERIFYING THE ACTUAL LOCATION MD ELEVATION IN THE FIELD PRIOR TO IIEGIIINING CONSTRUCTION OF THE NEW FACILITIES. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, •COLOR, MD FINISH TO ALL ADJOINING CURBS AND WALKS. - SEWER LINE DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED QtMIJTITIES ARE HORIZONTAL DISTNICES. THRUST BLOCKS iHALL BE· INSTALLED, ON ALL W.TER 11\INS Ill ACCORDANCE WITH CITY STD-510-L. • • • \ THE l'YC Pil'E l'IUST BE IWIUfACTUREO PER ASTM 0.::3034 SOR 35, ALL FITTINGS SHALL BE _ PREFMRICATED FUl,l-BODY FITTINGS. THE PYC SEWER TRENCH S1W.1. IE BEOOl!D WITH ~4,"CWBHiaO ll'0CfO:: W 12"., OVER TOP OF PIPE MD casllllJMlU--8?:.lET'TH,l.G PRIOR 71l CIM'UT!flll Of TllENClt BACKFILL. THE CONTRACTOR{SJ SHM.L IIEQUt:ST INSPECTIOII FROM PUBLIC IIORt(S llfPNtTl'IENT 48 HOURS IN ADVANCE OF PERFORMING MY QK (144.3310). COIITllACTOR SttALL SUtlMIT TRAFFIC CO!ITROL PLAN TO THE CITY FOi ~OVAL PRIOR TO CCNIEIICIII& MY I/ORK IN THE PUILIC RIGHT-Of-WAY, TitE WAI.LS MD FAaS Of ALL EXCAVATIONS GREATER THM (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING Of THE GROUIIO, OR OTHER EQUIVALENT MEMS. TRfNCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EX~INATIOII INDICATES THAT HAZARDOUS GROUND flllYEMENT-MAY BE EXPECTED. THE CONTRACTOR CS) SHALL OBTAIN A PERMIT TO PERFOMI EXCAVATION OR TREIICH WORK AS IIESCIIIIED IN NO. 7 ABOVE FR(III CAL/OSHA. (D © @· © 0 © Gr @ ® CONSTRUCTION mlSTRUCT h" PVC SEWER MAIN llllSTRUCT SLOPE ANCHORS PER CITY STD-314-L. CIIIISTRUCT SEWER MANHOLE PER CITY STD~401-L, ClllE MD JOIN EXISTING NAICHOLE. NOTES R11111 FlOOR TO SPRING LINE OF ExisTING" 6" SEWER ANO CHANNEL TO FLOW INTO NEW SEWER PER Df:rAIL 'iq" PROVIDE TI!ENCH RESURFACING PER CITY STD-105-L. ----- COUST!<:UCr 8" P.V.C. SEWI:£ MA!r-/. i'E'l<AOVE. Ct.il-MP OF Ti..'Ee:9, Ii' EMO VS: 4 ::'ECOlol9TlrlJCT JNTElrr=E~lf,il) POIZTIC,N 0~ G'ONCGr&.,r.e; F.6TIO, BENCH MARK ,_ 15 70 Ill-'llil£ SOUTHOST NltT Of THE INTERSECTION Of llCllW£A llltIVE ANO 16TN STIEET; 88 FE£T SCIUfflEA'ST OF THE CBTERLINE OF 1W111U, 31 Fm S81ffl111£ST Of Tlf£ CEIITatl!MIE Of ~. 88 FEET SOIITMUST OF THE cann fl/f TN£ MEDfAN, 2 FEET ~ Qf A STREET LIOO ME. (IINElt l,t1) IJI TN£ TOP Of THE Mllmi(Mf COIQIQ OF A 4 IV 15 F-OOT COIIIOETE CATO! ' BASIN. EL fili.3'e 1970 DAHi! r l i I ·:', m .c c ~ C ~ ~ " p ~ i I ! ' .j I I ~ t I □ " □ ~ i ~ ~ ' • : ; < " ~ , " ; D \ ii! > " ' i I I ' l I I ! . I : ' ; , ;, f ' I ; '. il1 ,□ TI ' □ m ' TI s '.'. ~ ,Z ~ l C ,. : < D !-! ~ ~ D " m ;\ ' > TI I I ! DET.,41/.. I ' t:-i?S86 I ~p Soor,,r 5/8 6117:tS7-~7A, ef ~1 ....,R..,.E"'F.'"'. ,.,.'.,....,sr-r-_s""!:06..,.6=-S~,=R~/W-::--::-5::-0-:-45'::"'.":'.5-::,", ---rT.-::'R':":'A_c,T-:=~2:=i::::o~_' 2_1_9_,_c_A_L_. TT._R_A_N_s __ B_R_1_0G_E __ R_L._A_N_s_<fJ_·A1._E_w._'PO_'R_r_B_A_Y_-I _ ::,--'--4-1 ¥>-",.; K)N fr\ A.0040 ,=X/,!,"7A.t,; ,!UJ/~ON ,r' I?;.' A~ROVEI) 1 • / -.:.:~;"' F-4C4 /;r./,:lf_,!,. tr,£,o~A= </8/~? ):;;}_Q rU SEWE~~MODTFlC-ATfUN PUBLIC WORKS DIRECTOR FOR R.E. NO 12806 DAT" G:,, 1-~-l?J 116 KINGS PLACE l . " m C -i ~ □ m c ~ ~ --z ·• ' s; ---..oii&,._ • " 5 z .m C, f' a n Ii ~ ~ z :'i r u C, □ ~ ~ 0 z . ~ z "' ~ C a n z " T, ~ z . I C r 0 n 0 n ll n ~ i"l z • ;! z "' \l C ~ 0 n " ,, D 0 "" ~ G ~ □ ,,. z C s. Ill I: m _ _J -·--·)_ -_-__ '· -· I ~ ~ ' I .... o. Il ~ z Gl z C s:: ID 93 0 Il )-,, :E z Gl z C ::;: ID m Il 0 ::0 ~ z G)