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HomeMy WebLinkAboutR_5739_S~ 0 I 0 N N ,n N II w __J u._ ~ ' " 0 0 N N ,n N z -, Ci ci =, :r: If! ~ _:;;...j.· __ .JJ____Af)~AM::_S ___.:~::CV[::.· _,.---f-------:'. ~ ORANGE m :z: § ~ :z: ~ ? i== s, :z: g :::::, :.. :r: LL. CllY OF COSTA MESA VlCTORIA w n ~ ' ' 1 1 19TH ST. I \ \ i\ ' ' !\ ,,.--, l_ ~ • '---'"'-'--4:;-s,,. ~ COAST COLLEGE ~ 0 ~ ~ '1' ST. g;:- Rc:J ~ ~ PAC;, 0-INDICATES AREA 'flc SHOWN ON LOCATION MAP VICINITY MAP REDUCED SCALE SYMBOL LEGEND SMHO MANHOLE ,-, scoo CLEANOUT BLOCKWALL I 0 TREE .ll,I;,. ..tLL. .LU ..aL. ASPHALT PAVEMENT - . -_ -·. - I .. -.. :-. . _· : . : CONCRETE ~///~///t/a BUILDING EXISTING IMPROVEMENTS -----PROPERTY LINE -----EXIST PROPERTY LINE NEW CONSTRUCTION ---Ci.---EXISTING CENTERLINE ----ss-----EXIST SEWER LINE ----DW-----EXIST WATER LINE ----ELC-----EXIST POWER LINE ----TEL ----EXIST TELEPHONE LINE ----CATV----EXIST CABLEVISION LINE ----SD-----EXIST STORM DRAIN ----GAS----EXIST-GAS-LINE --··--SAWCUT LINE TOP OF SLOPE -+-+ TOP OF BERM Underground Service Alert ci ~ ., w ~ ~ CALL TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG BAKER # ~'?-g;:- ,FR.cs Oc;, -§S $ <;i?-.- 6 ORANGE CO. g_'5, FNRGROUNDS ~/ / 0 3 ro z ' , \ UPPER~ EWPORJp-_J a::' ::::, ' BAY 1, • &" :r: ,-a:: 1Y<S' <t: u ON AV[~ 1 • m CllY OF / IRVINE UNIVERSITY /!ti u:c.1. ~'}'J ..... u. GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, CALTRANS STANDARDS (LATEST EDITION}, STANDARD SPECIAL PROVISIONS, STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND SUPPLEMENTS. 2. RETAINING WALL STATIONING REFERS TO FACE OF WALL (LAYOUT LINE). 3. 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 OF NEW FACILITIES. 4. NOT USED - 5. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. SEE SOILS REPORT fOR ADDITIONAL INFORMATION. A COPY IS AVAILABLE FOR REVIEW AT THE CITY OF NEWPORT BEACH-PUBLIC WORKS DEPARTMENT. 6. • THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 5 ABOVE FROM CAL -OSHA. 7. NOT USED I ' I 80 TA RD. PUBLIC WORKS DEPARTMENT JAMBOREE ROAD/EASTBlUFF DR~VE ~NTERSECT~ON ~MPROVEMENT 8. NOT USED 9. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS AND UTILITIES 48 HOURS IN ADVANCE OF PERFORMING ANY WORK. 644-3311 FOR PUBLIC WORKS, 644-3011 FOR UTILITIES. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARABILITY WITH EXISTING CONSTRUCTION. 10. NOT USED CONSTRUCTION NOTES \ PROJECT / LOCATION , ABBREVIATIONS AB AGREGATE BASE N/N'LY NORTH/NORTHERLY AC ASPHALT CONCRETE NTS NOT TO SCALE AP ANGLE POINT oc ON CENTER AVE AVENUE OCBM ORANGE COUNTY BENCHMARK BEG BEGIN 1/. PLATE BLVD BOULEVARD PL PROPERTY LINE BOT BOTTOM pp POWER POLE Cl CAST IRON PROF PROFILE CIP CAST IN PLACE PROP PROPOSED Ci. CENTERLINE PVC POLYVINYL CHLORIDE CL CHAIN LINK/CENTERLINE PVMT PAVEMENT CLR CLEAR R RADIUS/RIDGE LINE CMB CRUSHED MISCELLANEOUS BASE RCP REINFORCED CONG PIPE CONB CITY OF NEWPORT BEACH RD ROAD CONC CONCRETE RECT RECTANGULAR CONST CONSTRUCT /CONSTRUCTION RET RETAIN/RETAINING CP TEST CATHODIC PROTECTION TEST BOX RP RADIUS POINT DR DRIVE RSV REGULATOR STATION VAULT E/E'LY EAST/EASTERLY RT RIGHT EC END CURVE RW RECLAIMED WATER EJ EXPANSION JOINT R/W RIGHT-OF-WAY ELECT ELECTRIC S/S'LY SOUTH/SOUTHERLY ELEV • ELEVATION s SLOPE EXIST EXISTING SD STORM DRAIN FG FINISHED GRADE SDMH STORM DRAIN MANHOLE FL FLOW LINE SHTS SHEETS FS FINISHED SURFACE SLPB STREET LIGHT PULL BOX FT FEET SMH SEWER MANHOLE GALV GALVANIZED ss SANITARY SEWER GSV GAS VAULT ST STREET GV GAS VALVE STA STATION HP HIGH POINT /HINGE POINT TB TOP OF BERM HORIZ HORIZONTAL TCB TRAFFIC CONTROL BOX HWY HIGHWAY TLMH • TELEPHONE MANHOLE INT INTERSECTION TLPB TELEPHONE PULL BOX INV INVERT TS TRAFFIC SIGNAL LAT LATERAL TSPB TRAFFIC SIGNAL PULL BOX LOL LAYOUT LINE TW TOP OF WALL LT LEFT TYP TYPICAL MH MANHOLE VAR VARIES MIN MINIMUM vc VERTICAL CURVE MAX MAXIMUM VERT VERTICAL W/W'LY WEST /WESTERLY WF WIDE FLANGE STEEL BEAM EMERGENCY TELEPHONE NUMBERS AGENCY UNDERGROUND SERVICE ALERT SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES) COUNTY SANITATION. DISTRICTS COMCAST CABLEVISION ORANGE COUNTY WATER DISTRICT NUMBERS 1-800-422-4133 714-634-0251 562-491 -2491 611 €!49-644-3011 714-962-2411 714-542-6222 AFTER 6:00 PM 542-3975 714-378-3251 PAGER 714-291-8143 -.... _ _/ ·, ,. 1 APPROVED: APPROVED: APPROVED: !t:., .,/ if, ~_,. '<, _/o';- / ·' ·' _,. __ / / ,. ./ ,. '· ( ~- ··'\-'t(-' ./ ,. < , -32028 PUBLIC WORKS DIRECTOR R.C-E. 16791 Cl1Y TRAFFIC ENGINEER R.C.E. 22045 DATE: DATE: 0--REMOVE EXIST AC PAVEMENT AND BASE ~REMOVE EXIST CURB AND GUTTER 0--REMOVE EXIST PCC SIDEWALK tt--REMOVE, ITEM AS NOTED ©-PROTECT IN PLACE, ITEM AS NOTED ~CONSTRUCT CURB TYPE B PCC CURB PER CNB STD-182-L (6"CF) @-coNSTRUCT 2:1 SLOPE PER DETAILS ON SHEET 2 ~CONSTRUCT TYPE A PCC CURB AND GUTTER PER CNB STD-182-L (B"CF) 0--coNSTRUCT STAMPED CONC TRAFFIC ISLAND PER DETAIL ON SHEET 3 ~CONSTRUCT CURB ACCESS RAMP, CASE E, PER CNB STD-181 L-A AND C @---coNSTRUCT 7" AC BASE COURSE OVER 16" CMB DATE: A;p,,--,/ 2 ~. 19-,9 ~CONSTRUCT PCC SIDEWALK PER CNB STD-180-L @--coNSTRUCT 2" MIN AC FINISH COURSE ~ADJUST UTILITY TO GRADE, ITEM AS NOTED UTILITIES MANAGER R.C.E. 25553 _J - ;,, i:::,· <;j Q:' It--::5 ii:{ g BISON NPT. CENTER-- - ' ! ! i ' ' j ' UNIVERSITY CITY OF IRVINE SITE , ' __ ,,. \ ... -... ,,,,¢: <//, ,:v {) i-, ,;:,v -(:'._ .fl \f[J, CITY STORAGE ~ ' ' \_ ' U.C.I. 1 0 m SHEET INDEX SHEET 1 2 3 4 5 6 TITLE SHEET 1YPICAL SECTIONS STREET IMPROVEMENT PLAN CURB/STREET PROFILES @-RELOCATE EXIST UTILITY, ITEM AS NOTED ~MODIFY STORM DRAIN PER DETAIL ON SHEET 9 @-To BE REMOVED BY OTHERS, ITEM AS INDICATED ~COLD PLANE PAVEMENT 2" @-RELOCATE, ITEM AS NOTED ~RECONSTRUCT OR MODIFY CURB & GUTTER TO MATCH ACCESS RAMP REQUIREMENTS &TO BE ADJUSTED TO GRADE BY OTHERS, ITEM AS INDICATED ~RELOCATE INTERFERING PORTIONS OF EXISTING SEWER LATERAL PER CNB STD 406-L. ~CONSTRUCT 5" HIGH CHAIN LINK FENCE & GATES PER CNB STD-230-L-A,B ~CONSTRUCT CABLE RAILING PER DETAILS ON SHEET 9 @--coNSTRUCT STORM DRAIN CLEANOUT SIMILAR TO CNB STD-406-L Q'---/ CONSTRUCT MASONRY WALL PER CNB STD-228-L-A & B, ~ TYPE B ("H" ON PLANS) r:::;-,. PROVIDE & INSTALL 12" SQ PRECAST CATCH BASIN W/ PARKWAY GRATE ~ PER DETAIL 1, SHEET 9 &--coNSTRUCT REDWOOD HEADER W/ GRAVEL PER DETAIL 4, SHEET 9 @-coNSTRUCT 42" HIGH ALUMINUM FENCE PER DETAILS ON SHEET 8 NUMBER 30 NOT USED ~ONSTRUCT WALL DRAIN WITH PIPE DOME PER CNB STD-227-L-C @-coNSTRUCT TYPICAL GUTTER PER CNB STD-227-L-C ~CONSTRUCT 4" RECT Cl DRAIN THROUGH CURB PER CNB STD-184-L (;"";\__CONSTRUCT REINFORCED CONCRETE RETAINING WALL ~ PER SHEETS 5, 6 & 9. 7 RETAINING WALL PLAN & PROFILE SOLDIER PILE WALL PROFILE & CIP WALL DETAILS SOLDIER PILE WALL & TIEBACK WALL AESTHETIC DETAILS MISCELLANEOUS DETAILS SIGNING_&_ST_Rlp_lNG _PLAN @--coNSTRUCT SOLDIER PILE, CONCRETE FACED, RETAINING WALL DETAILS PER SHEETS 6, 7 & 8. 8 9 10 TRAFFIC HANDLING -STAGE 1 PROJECT LOCATION MAP 11 12 13 14 15 16 17 18 TRAFFIC HANDLING -STAGE 2 TEMPORARY TRAFFIC SIGNAL-STAGE 1 TEMPORARY TRAFFIC SIGNAL-STAGE 2 TRAFFIC SIGNAL MODIFICATION PLAN LANDSCAPE PLAN IRRIGATION PLAN NOT TO SCALE 11-0,Ess,11 i; KELLY E. NOLAN ~ °" No C 52646 _. E,p. 12/31/02 J', CIVIL '-'17 f'"'-oF-C-~---:cl I''° IRRIGATION DETAILS RECOMMEND APPROVAL -~; • I w,~t,A -~-BASIS OF BEARINGS: GENERAL SERVICES DIRECTOR THE BEARINGS SHOWN THESE PLANS ARE BASED ON OCS GPS POINTS 1529 AND i,;:D:_AT~E-='i:!:--="2...:::::::::2.::::-==~!:1!=:. =-I 6240, BEING N 29"04'19" E TETRA TECH Infrastructure Southwest Group 600 CITY PARKWAY WEST, STE. 300 ORANGE, CA 92868 (714) 456-0166 Fax (714) 456-0161 PR NDER THE SUPERVISION OF: DATE: "..?< ~ y ''J KELLY E. NOLAN DATE BY DESCRIPTION R.C.E. No. C52646 EXP. DATE 12 31 02 1252.20 OWG. 3 29 99 REVISIONS BENCHMARK: OCBM 3N-42-70 ELEV: 129.44 DESCRIBED BY ORANGE COUNTY SURVEY 1970 • AT THE NORTHWEST PART OF THE INTERSECTION OF JAMBOREE ROAD AND FORD ROAD, 66.5 FT. WEST OF CENTER OF THE MEDIAN OF JAMBOREE ROAD, 155 FT. NORTHWEST OF THE PROLONGATION Oi' THE NORTHEAST CURB OF EASTBLUFF DRIVE, SET AT THE SOUTHEAST END IN THE ANGLE POINT FORMED BY THE EDGE OF THE CONCRETE CATCH BASIN AND THE CURB OF A 4 FT. BY 13 FT. CONCRETE CATCH BASIN, LEVEL WITH THE CURB. SEAL: APP'D JAMBOREE ROAD/EASTBLUFF DRIVE INTERSECTION IMPROVEMENT PROJECT TITLE SHEET CITY OF NEWPORT BEACH R-5739-S PUBLIC WORKS DEPARTMENT SHEET 1 OF 18 I I I I ; I:: \ I I I , I I I 1. I ~ H ,, ,5 ,. '~ .• ,;,: .. j ., .. -~ a I -1 I ~ ~ m. u ~ z ~ ~ u 0 " C ► TI ( I . , I( ' I : I I I I . TI ·~ m 0 ii u 0 m TI ~ z ~ c; ..,,,,. © ~ -~ u ~ z ~ 0 r 0 0 0 n u 0 ~ 5 z . 'jj ~ z !" 0 ,. 'is 0 n z j; u ~ z I 0 r 0 0 0 n u 0 ~ B 7 \ ·, • z C $ CJJ rn II 0 II ~ z G) z C $ CJJ rn II ;m e ~ ~ w ~ 0 l:fi 0 II ~ z G) z C $ CJJ rn II I / 0 :0 ~ z G) EXIST GRADE\. \ 1. ~~ 1 • EXIST~ GRADE lj__{(~ VxYhY>' 1 • 2: 1 AT END OF WALL & BEYOND, SEE PLAN R/W R/W R/W EXIST GRADE~ ~~i 34 ,___ EXIST R/W I 1 o· I & VARIES SIDEWALK EXIST R/W I SIDEWALK RET WALL 2% EXIST R/W 1 o· SIDEWALK rn--.._ J.N. 252.20 03/28/99 10:57:4 7 FILE = 25220-02.DWG VARIES 66' & VARIES 12' & VAR 7' 1YPICAL SECTION EXIST PVMT TO REMAIN JAMBOREE ROAD ct . I 1 --r_/ ,-I I I I L--; I -...l I I I I I I I I I t I L...J i......J JAMBOREE ROAD STA 91+26.40 TO STA 93+05.04 NOT TO SCALE LT SIDE VARIES 66' & VARIES 12' 1YP 4' w "" z <( w _J a:: 1--a, ::, w u 0 ~ I VAR <( a:: (11 SLOPE (.'.) SLOPE VAR 1YPICAL SECTION EXIST PVMT TO REMAIN __':AR SLOPE -- JAMBOREE ROAD ct 1 --r_/ ,-I I I I L--, I -..J I J I I I I I I I t I L...J L......l JAMBOREE ROAD STA 89+50.00 TO STA 91 +26.40 NOT TO SCALE LT SIDE 1 2· 5 Q. Q. w Iw (11 VAR-VAR ~c--'-. I -r---~..I w z ::J r-::, ~ 4' VARIES 66' & VARIES SEE PLAN FOR LOCATION EXIST PVMT TO REMAIN - JAMBOREE ROAD --.---r--r I I L-..J I -.1 I I I I I I I t I 1 I L-...J L_. 1YPICAL SECTION JAMBOREE ROAD STA 88+42.80 TO STA 89+50.00 NOT TO SCALE .> LT SIDE / EXIST MEDIAN / EXIST MEDIAN EXIST MEDIAN E,~~6~ G::i TOP OF SLOPE H=3_•~! __ _ 4.5' MIN 2:1 SLOPE EXIST GRADE . COMPACTED FILL BENCHING DETAIL NOT TO SCALE PROPOSED WALL GUTTER PROPOSED RETAINING WALL D=2' (MIN) RET WALLS CONSTRUCTION NOTES ~EMOVE EXIST AC PAVEMENT AND BASE ~REMOVE EXIST CURB AND GUTTER 0--REMOVE EXIST PCC SIDEWALK ~REMOVE, ITEM AS NOTED ©-PROTECT IN PLACE, ITEM AS NOTED ~CONSTRUCT CURB 1YPE B PCC CURB PER CNB STD-182-L (6"CF) 0-coNSTRUCT 2:1 SLOPE PER DETAILS ON SHEET 2 . ~CONSTRUCT 1YPE A PCC CURB AND GUTTER PER CNB STD-182-L (B"CF) @-coNSTRUCT STAMPED CONC TRAFFIC ISLAND PER DETAIL ON SHEET 3 @-coNSTRUCT 7" AC BASE COURSE OVER 16" CMB ~CONSTRUCT PCC SIDEWALK PER CNB STD-180-L @---coNSTRUCT 2" MIN AC FINISH COURSE @=-coLD PLANE PAVEMENT 2" @---coNSTRUCT 1YPICAL GUTTER PER CNB STD-227-L-C ,.;;;,..-CONSTRUCT REINFORCED CONCRETE RETAINING WALL ~ PER SHEETS 5, 6 & 9. ~ CONSTRUCT SOLDIER PILE, CONCRETE FACED, RETAINING WALL ~ PER SHEETS 6, 7 & 8. ct EASTBLUFF DRIVE R/W ct EASTBLUFF DRIVE EXIST PVMT TO REMAIN EXIST SLOPE 29' VARIES 42' & VARIES SLOPE VARIES EXIST R/W REGRADE SEE PLAN PROPOSED RETAINING WALL EXIST GRADE RET WALLS 1YPICAL SECTION EASTBLUFF DRIVE STA 40+46.51 TO STA 41 +01.04 RT SIDE NOT TO SCALE VARIES 42' & VARIES VARIES EXIST R/W R/W RET WALLS REGRADE SEE PLAN EXIST GRADE EXIST PVMT TO REMAIN 13• I I & VARIES I SIDEWALK EXIST SLOPE 1--; 1~ 11 ,_ ______ ~2""0_· _____ _____,V> _--'1• F =J =\,;;:ii::p=~ I 1YPICAL SECTION EASTBLUFF DRIVE . STA 41 +01 .04 TO STA 41 +83.63 RT SIDE NOT TO SCALE TETRA TECH Infrastructure Southwest Group .> RETAINING WALL. SEE PLANS APPROVED 600 Cl1Y PARKWAY WEST, STE. 300 1---1---1-------------1---1 ,,,,,,...,..Tl~ ,. 10 ' ""' ORANGE, CA 92868 --ice". -~ (714) 456-0166 Fox (714) 456-0161 PROJE NGl~EER -LSS2./ l";;;~:;;;:;;::-;:=;:;-:;:~==;;::;;;:;"-;~------=::------7--_ _\._--l _____________ _j__ _ __j R.C.E. NO •• ~-.~=~~ C-32028 JAMBOREE ROAD/EASTBLUFF DRIVE INTERSECTION IMPROVEMENT PROJECT TYPICAL SECTIONS/DETAILS PREP~DEIJ,iTHE SUPERVISION OF: DATE: DATE -F--21-"J't -~~~=-<-/ 1 ~, <j)) KELLY E. NOLAN l-oA_TE-1_s,_L-_____ o_Es_cR_,P_,,o_N _____ ..1._A_PP_·o--4-D_Es::::~G....:N~.:::~c:.RT.:::Zc__-1-o....:R2::.wN....:K::::uR....:T.::.Z--1 CITY OF NEWPORT BEACH R -5 7 3 9-S i-:Rcc:·.ocCc=. E'-. -"N"'o'-. .:c:C::c:5=:2 6::..4:.cfic____;Ec:.cXc..P .'--"'DAc:.Tc=E-'-'1 2"-"3'-'"1 '-'0"'2~~--------1 1252.20 DWG. 3/29/99 REVISIONS CH~CK;j'OLAN DATE 2/99 PUBLIC WORKS. DEPARTMENT SHEET 2 OF 18 < - ~ . z TI 0 C " ~ " $ > TI z _m CD 0 m ,.. :0 C I m D TI z ► ~ \; z I D D r D :0 il TI 0 m D ~ D " TI TI g D ~ m D ~ TI ~ z 0 0 < z D G) , C z " < 0 z 0 m • . TI a 0 C a " ~ " $ • 0 TI z !" CD 0 m ,. :0 C m D ., ► ~ 0 lJl ~n ~~ £ ~ ~ a:::=, ~ ~ ~ \; z I 0 D r D :0 . ~ n e D ~ 0 TI TI , 0 ~ ~ D g TI a ~ ~ z z 0 G) C z § < m z 0 m TI 0 C a " ~ C " $ 0 TI z _m CD 0 m ,.. :0 C 1· m D TI z ► I I I I I ~ \; z I 0 D r D :0 ~ 0 " m ~ D D ~ 0 TI D ~ m Q ~ 0 ~ m z 0 < z Q G) , C 7 ! 3 H= 5'- --- ,.,.,,--------: _, RETAINING WALL .. , .. SEE SHEET e>-----, PARKING GARAGE 88+42.80 72.12' LT BEG RET WALL 2 CABLE 21 I---, VAULT 88+26.53 56.00' LT © CURVE 11 12 13 14 15 16 17 18 19 20 21 22 23 24 BEG CONST AND RET WALL JOIN EXIST CURB & GUTTER AND SIDEWALK CURVE TABLE DELTA RADIUS TANGENT 152"28'27" 2.00' 8.17' 11 ·00•13" 74_00· 7_13' 134·52·20" 1.00' 2.41' 83·03•59" 1.00' 0_89' 00"30'27" 1188.66' 5.26' 81"19'56" 1.00' 0_86' 99'26'24" 1.00' 1. 1 s· 57"42°14" 12_00· 6_61' 121·31'26" 1.00· 1. 79' 130'58'03" 1.00· 2_ 19' 07'22'34" 74.00' 4.77' 143·49'04" 1.00· 3.58' 00·15·21" 1719.00' 3.84' 87"50'49" 1.00· 0.96' J.N. 252-20 04/16/99 10:46:60 FILE = 25220-03.DWG LENGTH 5.32' 14.21' 2.35' 1.45' 10.53' 1.42' 1. 74' 12.09' 2.12' 2.29' 9.53' 2.60' 7.68' 1.53' 21 TREES WITHIN GRADING LIMITS "°o 115_93 PATTERN STAMPED, • 115.43 4" THICK, COLORED CONCRETE (1YP 3 ISLANDS)--~ 115.21 TC 114.71 FS ..J 0 C, "' <( ... 0 "' °' "' w ... w N °' "' 0 + Ill ::,; "' "' <( -, >" Q. (/J °' Q. ~ 116.00 115.50 f-..J } 0 TC "' FS '::; .,.; "' "' 0 "' " r--"' '° " + 0 w "' 0 ..J m 0 N Q. <( " ..J t;; + "' u 0 c3 °' w w °' 0 [l} ::,; <( -, Q. °' 91 +24.86 76.00' LT RETAINING WALL •2• SEE SHEET 5 & 6 , ✓ END RET WALL 2 \,/;'.'GATE ;3 ~REES .,. "' "' 116.80 TC 116.30 FS 116.80 116.30 116.00 TC 115.50 FS 116.77 TC 116.27 FS OJ Ol 117.42 116.92 5.54 0 5.38' N48'02'27"E 116.87 TC 116.37 FS [;; R:,-+-+-+--+-+-++-1 1 ___ ___,1.'.:o,__· ___ __'<Dj. ~--t--HH-tt-f 1 1 6_ 11 1 1 5.50 116.80 TC 116.30 FS TC FS > "J t-++--t-+-W 2: f-116.93 TC ..J 116.43 FS "' "": 0 "<( <00 o°' Nw ·w "'o: "'o +a, "' ::,; "' <( <(-, f-Q. (/J °' 117.57 TC 117.07 FS STA 41 +02.04 22.00' RT RP EASTBLUFF DRIVE SAWCUT LINE -.--J23 STA 41 +07.00' CL POLE 117.45 TC 116.95 FS RT 23.50' STA 41 +09_63 22_00' RT RP EASTBLUFF DRIVE 117_32 1 6.82 STA 41 +20.80 RP EASTBLUFF 117.37 TC 1 1 6.87 FS 33.00' RT DRIVE STA 41+22.01 22.07' RT RP EASTBLUFF DRIVE 117.50TC 117.00 FS °' TRAFFIC ISLAND DETAIL <'.1 KELLY E. NOLIN i r1 NOT TO SCALE C 52646 '° -· "' "' 0 r-- CL r:\ FENCE'2) 16"CAS 9 -1. .,._.,...,,.,,_,_,.,_~ ~~~·-·-·--. -IZ~- EASTBLUFF DR lO 41+01.24 47.81' RT JAMBOREE RD 93+35.84 83.83' LT 0 <D ----o~--------"' o + C! \; AIR \ VA \ " ;;; " ROAD r-- N "' "' + N "' II f-Q. OLD CL f-EXISTING ..J 0 0 0 <D " 0 CL '° 0 + "' m II u Q. L ,-,_-• '::; T- <O.. + n~ ~ N ,.., "' r--'It-<D u Q. \ 42' I I I ...._ I ...._ I - 40+46.51 POC 32.00' RT END CONST AND RET WALL 1-A" JOIN EXIST CURB AND GUTTER AND SIDEWALK 40+49.94 PRC 35.77' RT PCC 1 - ----{) -,~-mc - _ L _ SAwculr EXIST AC PVMT ~ I I ~--EXIS \ \ NG CL -----~--------------. STREET CONSTRUCTION NOTES 0--REMOVE EXIST AC PAVEMENT & BASE ~REMOVE EXIST CURB AND GUTTER 0---REMOVE EXIST PCC SIDEWALK ~REMOVE, ITEM AS NOTED ©-PROTECT IN PLACE, ITEM AS NOTED ~CONSTRUCT CURB 1YPE B PCC CURB PER CNB STD-182-L (6"CF)_ 0-coNSTRUCT 2: 1 SLOPE PER DETAILS ON SHEET 2 ~CONSTRUCT 1YPE A PCC CURB AND GUTTER PER CNB STD-182-L (8"CF) 0--cONSTRUCT STAMPED CONC TRAFFIC ISLAND PER DETAIL HEREON ~CONSTRUCT CURB ACCESS RAMP, CASE E, PER CNB STD-181 L-A AND C @--coNSTRUCT 7" AC BASE COURSE OVER 16" CMB ~CONSTRUCT PCC SIDEWALK PER CNB STD-180-L @--coNSTRUCT 2" MIN AC FINISH COURSE ~ADJUST UTILl1Y TO GRADE, ITEM AS NOTED @--RELOCATE EXIST UTILl1Y, ITEM AS NOTED ~MODIFY STORM DRAIN PER DETAIL SHEET 9 @--10 BE REMOVED BY OTHERS, ITEM AS INDICATED ~COLD PLANE PAVEMENT 2" MIN W/ 2" MIN AC OVERLAY @--RELOCATE, ITEM AS NOTED ~'-' RECONSTRUCT OR MODIFY CURB & GUTTER TO MATCH ~ ACCESS RAMP REQUIREMENTS ~TO BE ADJUSTED TO GRADE BY OTHERS, ITEM AS INDICATED Q'-' nELOCATE INTERFERING PORTIONS OF EXISTING SEWER ~LATERAL PER CNB STD 406-L ~CONSTRUCT 5' HIGH CHAIN LINK FENCE & GATES PER CNB STD-230-A, B ~CONSTRUCT MASONRY WALL PER CNB STD-228-L-A, ("H" ON PLAN) @-----coNSTRUCT REDWOOD HEADER W/ GRAVEL PER DETAIL 4, SHEET 9 ~CONSTRUCT DRAIN THROUGH CURB PER CNB . STD-184-L TETRA TECH Infrastructure Southwest Group 600 CITY PARKWAY WEST, 0STE. 300 NOTES ,_ 2. 3. 4. 5. 6. 7_ SEE TRAFFIC SIGNALIZATION PLANS FOR SIGNAL SYSTEM MODIFICATIONS. SEE PAVEMENT DELINEATION PLANS FOR STRIPING AND SIGNING. SEE TRAFFIC HANDLING PLAN FOR TRAFFIC CONTROL DURING CONSTRUCTION. SEE RETAINING WALL PLANS FOR WALL DETAILS, GRADING & DRAINAGE. SEE LANDSCAPE PLANS FOR TREE REPLACEMENT, PLANTING & IRRIGATION SYSTEM. SEE SHEET 3 FOR CURB PROFILE. INTERCEPT EXISTING DRAIN LINE, CONSTRUCT CLEANOUT TO GRADE (CNB STD-406-L) & CONNECT TO DRAIN AS INDICATED. ,> APPROVED © CURVE 1 2 3 4 5 6 7 8 9 10 ORANGE, CA 92868 (714) 456-0166 Fax (714) 456-0161 ~9 ... ,~ ..... 1-----+--t------------------,------j PROJECT ENGINEER 4-!SSZJ R CE. NO --'--'==--- PREP~3._,,,_T~UPERVISION OF: DATE: DAlE 4",ZJ,q") U B CURVE TABLE DELTA RADIUS TANGEN' LENGlH 23·50'34• 1184.00 249.97 492.70 25·34'57" 1241.16 293.20 575.84 14"09'06" 1698.00 210.77 419.40 09'18'17" 940.00 76.50 152.66 05·12•23" 1244.00 56.56 113.04 14·21·or· 300.00 37.37 74.35 71'02'36" 54.00 38.55 66.96 03'42' 40" 300.00 9.72 19.43 0·05'55" 1730.00 1.74 3.49 rno·oo·oo· 2.00 -6.28 _, C-3202B JAMBOREE ROAD/EASTBLUFF DRIVE INTERSECTION IMPROVEMENT PROJECT STREET IMPROVEMENT PLAN Lei~/~ KELLY E. NOLAN R.C.E. No. C52646 <1/12/Q9 DATE BY DESCRIPTION APP'D DESIGNED DRAWN R 5 73 9 5 C. KURTZ C.KURTZ Cl1Y OF NEWPORT BEACH --f--.J...._--'---------------'--t---'"-"'"'-'=--+--=='---1 EXP_ DATE 12 31 02 1252_20 DWG. 3 29 99 CHECKED DATE K. NOLAN REVISIONS 3/99 PUBLIC WORKS DEPARTMENT SHEET 3 OF 18 7 I ~ " " " 0 , 0 . , ~-" , s 'l ,! 0 • 0 0 , " " 1· I I il g " ~ 0 , " ~ ru m " 0 ' ~ " " < " z m 0 ,. C m 0 ~ z " .., ~ z I 0 r 0 " 0 8 0 " ~ 0 .., m 0 " ~ ~ z 0 C z < rn ~ 0 ' i " ,. " _m 0 ,. C m 0 ~ z " ~ ~ z I 0 r 0 " 0 m 0 0 " ~ 0 ~ m 0 " ~ ru ~ < z 0 C z < ~ " 0 ' jj " > -; " z m 0 ,. C m 0 ~ i\, .., ~ z I 0 r 0 " 0 8 0 " ~ 0 .., m 0 " ~ rn < z 0 0 7 z C s:: [D m JJ 0 JJ ~ z G1 z C s:: [D m JJ w ~ 0 Vi i "' ltJ ~ @ ~- C ~ 1/J = ~ 0 JJ ~ z G1 z C s:: [D m JJ 0 JJ ~ z G1 . '. ............• . ... , ........ . : ''"''""'"' : : ~\\OtESS I0!/1 0 ( (:. § t, j] KELLY E, NOLAN ~ ~ ,.., "' No C 52646 "' -I< E,p, 12/31/02 * J.N. 25220 04/1 5/99 10:37:25 FILE = 25220-04.DWG ..... ' ...... t TETRA TECH Infrastructure Southwest Group APPROVED 600 CllY PARKWAY WEST, STE. 300 .A_ ., f2 • ORANGE, CA 92868 ~ 0'"it'.O t: "'.,, t-;:;:;:(;;-7:;:14'7):C:4c;;5?;6;:;-:;;0:"'.1 6;;-6:;:-;:;-F:;::a;:;x=(7:;:1-:;4 )'-::;:4_56_-_0_1_s_1 ----=~-------,f----1----l-----------------1-----1 PROJECT ENG~~ E, ~o 'fS~~:$ccZ,=,/'- •-'••·'·······-·L..· '--+----+' .... , ... , ..... JAMBOREE ROAD/EASTBLUFF DRIVE INTERSECTION IMPROVEMENT PROJECT CURB/STREET PROFILES PREP' -~ ']ER T~UPERVISION OF: DATE: DATE "1---21-'12 .t1 ~-; ""' ~-=--<J I, <J / l'l t::'I , DESIGNED DRAWN ,., 5 7J q 5 KELLY ~-NOLAN • 1--D-AT_E--'-_BY_'-______ DE_sc_R_1PT_1o_N ______ '-AP_P_D-+---"c'--. _K~UR_T~Z--t---"c'--. ~K~uR_T~z--t CITY OF NEWPORT BEACH '-/"\-'------------1 1-R=.C~.E=_'-N~o~. ~C=5=2=6~4~6'-----iE~X~P~-~O=A~T~E'--1~2~:/~.3~1L/~0~2'-~---~~~-----I CHECKED DATE PUBLIC WORKS DEPARTMENT ~ 1252.20 I DWG. I 3/29/99 • REVISIONS K. NOLAN 2/99 SHEET 4 OF 18 a::, -I I z C :5'. [IJ m :0 0 JJ ~ z G"J z C :5'. [IJ m JJ 0 JJ ~ z G"J z C :5'. [IJ m JJ 0 JJ ~ z G"J J.N. 252-20 04/16/99 10:36:11 FILE ; 25220-05.DWG &,--coNSTRUCT 42" HIGH ALUMINUM FENCE PER DETAILS ON SHEET 8 @--coNSTRUCT WALL DRAIN WITH PIPE DOME PER CNB STD-227-L-C ~ONSTRUCT 1'l'PICAL GUTTER PER CNB STD-227-L-C • @-coNSTRUCT DRAIN THROUGH CURB PER CNB STD-184-L ~ -~oNSTRUCT REINFORCED CONCRETE RETAINING WALL ~ER SHEETS 5, 6 & 9 @--coNSTRUCT SOLDIER PILE. CONCRETE FACED. RETAINING WALL PER SHEETS 6, 7 & 8 ~I\OfESS1a KELLY E. NOLAN ~ No C 52646 E,p. 12/31/02 ""' '° .. TETRA. TECH Infrastructure Southwest Group APPROVED 600 CITY PARKWAY WEST, STE. 300 ORANGE, CA 92868 (714) 456-0166 Fax (714) 456-0161 1---l---l-----------1----1 ~28,,.~..,. PROJECJENG)NEfif ,;:.e.s 2.J R.C.E. NO,~-==-PR~ DER Tfjlj SUPERVISION OF: DATE: DATE 4, -I', -~<) 12+81 .65 END RET WALL "1-A" JOIN EXIST RET WALL RT C-3202B JAMBOREE ROAD/EASTBLUFF DRIVE INTERSECTION IMPROVEMENT PROJECT RETAINING WALL PLAN & PROFILE l ¥'1'~ 4/tCJ/99 KELL y E.NO!AN I--D-AT_,_.__s,_c_ ______ o,_sc_R_1P_11o_N _____ __J_AP_P·_o...j....D_E_;S1g::.Nc:~c:."R:.::TZ,_-1_0_R_,A~~-N-"TIP_:,P,cffi.!,.___j CITY OF NEWPORT BEACH '-'-R-'----5_7_3_9_-_s _ _. R.C.E. No. C52646 EXP. DATE 12 31 02 ==~=~=~~-....o=~~~-=L.-=.-'-'--=-----3-2_9_99----' REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT 1252.20 DWG. K. NOLAN 2/99 SHEET 5 OF 18 ~ cl ~ z C $ ([J m II 0 II ~ z (j) z C $ ([J m II ~ e ~ ~ Jw <&> ~ ~ 0 II ~ z (j) z C $ ~ II ;; '------' 0 II ~ z r., LOL CABLE RAILING 10 1/2" a:: ...J 0 ' N 3/4" CHAMFER TYP ~>$, o/~%--' x@'<'/.<1/• • 1/,>0--:Y'>' /, " PERVIOUS BACKFILL & SUBDRAIN, SEE LOL L a:: _J 0 ' N CABLE RAILING OR FENCE, SEE PROFILE 10 1/2" 3/4" CHAMFER TYP GUTTER PER CNB STD-227-L-C 2 SEE PLAN FOR 1D LOCATIONS 1/, ;j}f ~~- HORIZ #4 @ 12 (TYP) DETAIL 2, SHEET 9 HORIZ #4 @ 12------ (TYP) - VERT #4 @ 8 ----- (TYP) 8" MIN WATER PROOFING a I I'-VERT #4 @ 8------ (TYP) 8" MIN WATER PROOFING a I I'- ROUGHENED CONSTRUCTION JOINT STRUCTURAL THICKNESS I ROUGHENED CONSTRUCTIOfj JOINT STRUCTURAL THICKNESS I PERVIOUS BACKFILL & SUBDRAIN, SEE DETAIL 2, SHEET 9 HORIZ 3-#4 (TYP) HORIZ 2-#4 (TYP) BW 3" CLR 2· -8" 0 4"± STARTER WALL a:: _J 0 N "' HORIZ 4-#4 (TYP) HORIZ 2-#4 (TYP) 1--1'_-_;;_9_" -~6-" 1--1'_-_;;_9_" ---I\__ TRANSVERSE #5 @ 16 (TYP) RET WALL "1": STA 7+09.02 -STA 10+19.52 6 FT. RET. LEVEL BACKFILL -'-T_Y.;._P .;._• ....;:;.S-=E C-=--T.;_;_I 0-=--Nc..;__C::..;. . .:...:..;I. P__;•___;_;_W.:.._:.A=LL=---0A NTS ~CABLE RAILING LOL OR FENCE, SEE 10 1/2" PROFILE VERT #5 @ (TYP) HORIZ #4 @ (TYP) L a:: _J (.) ' N 1 2 ---------._____ 12 ------- VERT #6 (TYP) @ 6------- ROUGHENE CONSTRUC JOINT B ~~ON w~ . • • d HORIZ 5-#4_..---- V (TYP) - ' ~ ' \:---... ' ' ' , .. ' • ,--.__ ' ' -' I\ I / 3/4" CHAMFER TYP -GUTTER PER CNB STD-227-L-C "' SEE PLAN FOR I . -LOCATIONS 2% r-, ~* '~<( ~-:;;;-/ 0v Y>-'»''7W/'YW>-Y->Y? ,</__-0"_-0"_-0"_-0".-0".~J• ~~"Y»>Y'>Yhv" b.»,,,,'\: PERVIOUS BACKFILL & SUBDRAIN, SEE DETAIL 2, SHEET 9 2" i WATER L------J---PROOFING ' D I 1 O" MIN "' STRUCTURAL THICKNESS I 3" CLR 3' 8" a:: _J (.) Q 4' ± STARTER WILL N \ n HORIZ 2-#4 _..---- (TYP) -r--------VERT #5 @ 16i\ (TYP) 3" CLR I ,> X <( ::i! = "' I . --- N I . - ' N I . - BW 3" CLR 3" CLR 4'-1" f-----l'---'-----'------a:: VERT #5 @ 16 (TYP) _J 0 N 'o I ' "' I 1'-9" 1'-0" 3'-0" TRANSVERSE #5 @ 16 {TYP) RET WALL "1": STA 10+19.52 STA 11 + 77.02 RET WALL "1-A': STA 11 +57.02 STA 11 +68.49 6 FT. RET. 2: 1 SLOPE BACKFILL _:Tc.....:Y....:....P....:.... :__S:=:...:E=-:C=:..T.:..:.I..::::..0.:....:.N_NTS.::::..C.:..:... l.:..:....P...:... _W.:...:..:_:A=LL=---...J® LOL L a:: _J (.) N VERT #5 @ 12 ------ {TYP) HORIZ #4 @ 12------ (TYP) VERT #5@ 6 {TYP) ROUGHENED CONSTRUCTION JOINT BW 10 1/2" CABLE RAILING OR FENCE, SEE PROFILE 3/4" CHAMFER TYP 2% WATER ~ PROOFING ' "' PERVIOUS BACKFILL & SUBDRAIN, SEE DETAIL 2, SHEET 9 1 Q" MIN STRUCTURAL THICKNESS I 3" CLR F-==~3'._'-__:::3'_' ---d ' D I "' oz ·' ::;, , Q 4"± STARTER ____ ___c.-\._~__j_J, WALL N - HORIZ 4-#4 (TYP) HORIZ 2-#4 ~'----- (TYP) _______ VERT . #5 @ 16 TYP "' I co 227-L-C NS I-\__TRANS VERSE #5 @ 12 3" CLR 1 '-9" 1 O" 2· -6" TRANSVERSE #5 @ 12 (TYP) 1'-9" 10· 3'-3" (TYP) RET WALL "1-A": STA 11+72.49 -STA 12+20.G2 10 FT. RET. LEVEL BACKFILL RET WALL "1-A": STA 12+20.62 -STA 12+46. 76 1 0 FT. RET. LEVEL BACKFILL, SIGN PANEL _T_Y_P_. _S_E_CT_I_O_N _C_._I. P_._W.;....;A=cLL~fo\ NTS ~ RET WALL "1 -A": STA 11 +68.49 -STA 11 + 72.49 8 FT. RET. LEVEL BACKFILL _;Tc....:.Y...:....P...:..... -=S=-=E=-=Cc...:..T..:....:I O:...:..N.:........::Cc.:..:. I..:..:.. P_:,•__:_:_W.:....:A=L L=---(c\. NTS \::__,) RETAINING WALL "1" & "1-A" TYP. SECTIONS NOTE: FOR TYP. WALL DRAINAGE SEE DETAIL 2, SHT 9 J.N_ 25220 03/28/99 11 :58:59 FILE = 25220-06.DWG I CANTILEVERED I CANTILEVERED PILES @ 6' CENTERS = 18.00' Tl BACK PILES @ 8' CENTERS = ~64.00' PILES @ 6' CE ~ERS -12.00' I 1 j . ; ! ; ---~=~~,,=~--~~ ! 3.00' z; KELLY E. NOLAN ~ °' No C 52646 -l< E,p_ 12/31/02 I I I 294. oo· I I : PILE NUMBER 1, 39 2, 3, 38 4-6, 36, 37 7-10, 35 11, 12, 34 13, 14, 33 15-32 WALL DESIGN HEIGHT (FT) 8 9 10 12 14 16 18 RETAINING WALL 2 PROFILE WALL TYPE CANTILEVER CANTILEVER TIEBACK TIEBACK TIEBACK TIEBACK TIEBACK SOLDIER PILE/TIEBACK SCHEDULE WF SECTIONS W12 x 50 W12 X 50 W12 X 50 W12 x 50 W12 X 50 W14 X 61 W14 X 82 PILE EMBEDMENT "D" (BELOW LIMIT OF EXCAVATION) 11 11 7 8 9 11 12 DIMENSION 3 3.5 ,4 5 5 UNBONDED LENGTH (FT) 10 10 15 15 20 TIEBACK DESIGN FORCE (KIPS) 15.3 22 30 40 48.6 150% TEST FORCE {KIPS) 23 33 45 60 73 27,00' . 115 105 0 95 ! PILE TIFi ELEV. 3.00' 85 75 I I PROFILE SCALES HORIZ 1 "=20' V~RT 1 =4c;:, -- C-3202B TETRA TECH Infrastructure Southwest Group APPRovrn JAMBOREE ROAD/EASTBLUFF DRIVE 600 CITY PARKWAY WEST, STE. 300 • 0.... • INTERSECTION IMPROVEMENT" PROJECT ORANGE, CA 92868 ~9-~·o...,....,. l-;;;;*(7~1;::;4}~4:;s5;:;;6;;--0;;-'17.66-;;:-:-;:;-;F;;;:a,;;;x -;;';(7:;;;1;:;4)'-;;;::45:.:.6_-0.:..1:.:.6.:..1 ----;;;,;:;:------f-_ _j_ _ _j_ ___________ j___J PROJECT ENG~t[l~o.24-::,,S<,e5,,:;~/ SOLD I ER Pl L( WALL p ROFI LE PREP~R TH9,1SUPERVISION OF: »~TE: OAT[ "'1--/'1-'12 & C.I.P. WALL DETAILS L/__;7Z,;;l'b=,.. ~ µ 9/ 9 2 KELLYE.N66<N f-□-AT_E ..L_B_Y_j_ ______ o_Es_c_R1_PT_10N _____ ___[_A_PP_·□-+-□..c[SP::_;_'GN-'~~~c'.HE"'R'-=Z--l-□-RA~~';__N~SC"=H"'E~RZ';_j CITY OF NEWPORT BEACH R-5 7 3q-s 1-Rcc;·c--C_,_.. E~. --'N_,_.o.,_. --'C ... 5 .. 2,_-,6c_c4.._6 _ _,.EccXc.Pc.· _,,D::_:A T-'-'E=---'1-'=2'-"-3 '-'1 c,0,_,2~----------l 1252,20 DWG_ 3/29 99 REVISIONS CHECKED K. NOLAN DATE 2 99 PUBLIC WORKS DEPARTMENT SHEET 6 OF 18 I , n 1: ~ UJ z C s Ill m :n 0 :n ~ z G) z C s W, :n ~ e ~ ~ ~.] ~ 0 tfe 0 :n ~ z G) z C s Ill m :n ;; '------' ) 0 :n ~ z G) SOLDIER PILE/TIEBACK GENERAL NOTES GENERAL TESTING OF TIE-BACK ANCHORS t WF 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. A. ALL TESTING SHALL BE DONE IN ACCORDANCE WITH THE TIE-BACK SUPPLIER'S DIRECTIONS AND THE FOLLOWING: 3/4" re 1 /2" STIFFENER ifs EACH SIDE OF ANCHOR 8" VERT SPACING PVC SMOOTH SHEATHING 4 1/8" NOTCH WF-~;;:i ADD re 3/4"x3"x2'-6" ct_ ANCHOR STEEL PIPE ~WF~ 2 1/2" MAX ~-+6" NOTCH BEARING It I p I 5 16 pl 5 16 I 5/16 p I I 8" CONC I FACING I 3/4" It (BEYOND) BEARING I( 1 /2" STIFFENER l('S STIFFENER PLATE DETAILS NTS 3/4"x4" STUD CONNECTORS WELDED f== I 1 I 1-1/4"x6"x1'-0" Jc. t ANCHOR t-+-= 3/4" li'_'S BEYOND (STAGGERED) 2. TIE-BACK SYSTEM SHALL BE DESIGNED AS A PERMANENT SYSTEM. 3. ALL CONSTRUCTION SHALL CONFORM TO REQUIREMENTS OF INDUSTRIAL SAFElY DIVISION OF THE STATE OF CALIFORNIA AND OF THE LOCAL BUILDING CODE. 4. IT WILL. NOT BE NECESSARY TO DEWATER THE HOLES FOR SOLDIER PILES OR TIE-BACKS· PROVIDING THE CONCRETE IS TREMIED INTO. POSITION WITH APPROVED DEVICES. SIGNIFICANT GROUNDWATER JS NOT ANTICIPATED. 5. EXCAVATION SHORING SHALL BE PERFORMED UNDER THE CONTINUOUS INSPECTION AND APPROVAL OF THE SOILS ENGINEER. 6. CONTRACTOR SHALL LOCATE ALL EXISTING UTILllY LINES PRIOR TO EXCAVATING OR SHORING. CONCRETE FOR SOLDIER PILES 1. CONCRETE, IN THE VERTICAL SOLDIER PILE SHAFTS BELOW THE LEVEL OF EXCAVATION, SHALL BE 3250 PSI. ALL CONCRETE STRENGTHS EXCEEDING 2000 PSI IN 28 DAYS SHALL BE CONTINUOUSLY INSPECTED. 2. CONCRETE, IN THE VERTICAL SOLDIER PILE SHAFTS ABOVE THE LEVEL OF EXCAVATION, SHALL BE A SLURRY MIX OF CEMENT AND SAND. (2 SACK CEMENT PER CUBIC YARD). 3. ALL CONCRETE AND SLURRYS SHALL BE MIXED WITH lYPE II, CORROSION RESISTOR, CEMENT. STEEL 1. ALL STRUCTURAL STEEL PER ASTM A-36 SPECIFICATION. 2. ALL STRUCTURAL STEEL PIPE PER ASTM A-53 GRADE 8, AND AS SPECIFIED BY THE TIEBACK SYSTEM SUPPLIER. 3. REINFORCING BARS SHALL BE INTERMEDIATE GRADE, DEFORMED BARS, CONFORMING TO ASTM A-615, GRADE 60. 4. STUD CONNECTORS SHALL CONFORM TO AWS SUPPLEMENT REQUIREMENTS FOR STUD WELDING AND TESTING. 5. ELECTRIC ARC WELDING ELECTRODES SHALL BE E7DXX AND PLACED BY CERTIFIED WELDERS. ALL FIELD WELDING SHALL BE CONTINUOUSLY INSPECTED. 8. EACH ANCHOR SHALL BE SATISFACTORILY PROOF TESTED IN INCREMENTS OF 25 PERCENT OF THE DESIGN LOAD TO A TOTAL OF 150 PERCENT OF THE DESIGN LOAD. THE LOAD SHALL BE HELD FOR ONE MINUTE BETWEEN INCREMENTS, EXCEPT THAT THE FINAL LOAD SHALL BE HELD WITHOUT SLIPPAGE FOR A MINIMUM OF FIFTEEN MINUTES. AT 150 PERCENT THE. DESIGN LOAD A CREEP TEST SHALL BE PERFORMED BY HOLDING THE LOAD CONSTANT AND RECORDING READINGS AT 0, 1/2, 1, 3, 5; 10, AND 15 MINUTES. IF THE DIFFERENCE BETWEEN THE 1/2 AND 15 MINUTE READINGS JS MORE THAN 0.10 INCHES, THE LOADS SHALL BE MAINTAINED FOR AN ADDITIONAL 45 MINUTES. AT THE END OF THE 45 MINUTE EXTENSION OF THE CREEP TEST, THE SOIL ENGINEER SHALL SPECIFY THE REDUCED ALLOWABLE ANCHOR LOAD AND DETERMINE WHERE ADDITIONAL ANCHORS ARE REQUIRED. C. CERTIFICATION FROM AN APPROVED TESTING LABORATORY SHALL BE SUBMITTED FOR THE CALIBRATION OF THE ANCHOR LOADING DEVICES AT THE START OF EACH JOB AND 7 DAY INTERVALS THEREAFTER. D. NO TEST SHALL BE PERFORMED UNTIL THE CONCRETE HAS ATTAINED AT LEAST 100 PERCENT OF ITS ASSUMED DESIGN ULTIMATE COMPRESSIVE STRENGTH. E. THE SOIL ENGINEER SHALL MONITOR THE TESTING OF ALL ANCHORS. HE SHALL KEEP A RECORD OF ALL TEST LOADS AND TOTAL ANCHOR MOVEMENTS. THIS RECORD SHALL BE KEPT ON THE JOB SITE AND SHALL BE MADE AVAILABLE FOR INSPECTION BY THE INSPECTOR. F. UPON COMPLETION OF THE ANCHOR INSTALLATION AND TESTING, THE SOILS ENGINEER SHALL SUBMIT A REPORT TO THE OWNER STATING WHETHER OR NOT THE INSTALLATION AND TESTING OF ALL ANCHORS ARE IN CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS G. FOR ANCHORS FAILING THE TEST CRITERIA, THE ANCHOR SYSTEM SHALL BE REPLACED AND RETESTED. H. PROVIDE ADDITIONAL TEMPORARY SUPPORT FOR STEEL SECTIONS AS MAY BE REQUIRED DURING THE TEST LOADING OF ANCHORS. FINISHED SLOPE ~ ENCASED SOLDIER PILE I (WF SECTION PER SCHEDULE) t'c -3250 psi NATURAL CONCRETE WITH MEDIUM/HEAVY SANDBLAST FINISH @ 6"H 12-V 0/C (lYP) VERT #5 @ 18" I ~ ~ PILE AND V ~ 30" DRILLED HOLE LOL TOP OF WALL ELEV (SEE PROFILE) WEEPHOLE PER DETAIL HEREON • CONC ENCASEMENT BEYOND HORIZ #5 @ 12" (TYP) MIRADRAIN 6000 (lYP) 3" CLR . ' (lYP) 8" MIN SOLDIER PILE SPACING CANTILEVER = 6.0' lYP TIE BACK = 8.0' TYP -:~f{:i~' ?~?{{ CONCRETE FACING DETAIL MIRADRAIN 6000 WOOD LAGGING 3/8" GAP (TYP) CUT BACK OF BLACK PLASTIC TO MATCH SIZE OF WEEPHOLE. DO NOT CUT FILTER FABRIC NOTE: STEEL BEAM NOT SHOWN FOR CLARITY • NTS • CONC FACING FINISHED GRADE ,,<?/..</ . ~ 3" DIA PVC PIPE @ 3' -;$: 0/C, CENTERED BETWEEN PILES TYPICAL WEEPHOLE DETAIL @ WALL 2 NTS REMOVE & REPLACE SLURRY AS NEEDED FOR LAGGING INSTALLATION STEEL SOLDIER PILE ' . . • • • _J 6 x4 x3/8 POLYETHELENE SPACER BETWEEN LAGGING MEMBERS (lYP) /~ PILE j I I! I c,i F I I 3/8" DRAINAGE I I I I GAP (lYP) cl ~ I I I I I I I I '7/r' I I I 1! \ . \_ 16d GALV AT CENTER OF PAD (lYP) PARTIAL ELEVATION BACKFACE NTS C 52646 SLIP PLANE 30"~ CONCRETE ENCASEMENT "' >-u "' i1i § _J N 1/l 1/l u n. z oO 1/) u N .,, TIE-BACK WALL SECTION NTS WOOD LAGGING FACE OF WALL=LOL N ~ ... BOT OF WALL FACING LIMIT of EXCAVATION = BOTTOM of FTG for RET WALL "1" PILE TIP ELEV (SEE PROFILE) --,FACE OF ENCASEMENT RET WALL 2 NOTE: SEE CANTILEVER WALL SECTION FOR ADDITIONAL INFO TETRA TECH Infrastructure Southwest Group 600 CllY PARKWAY WEST, STE. 300 ORANGE, CA 92868 (714) 456-0166 Fax (714) 456-0161 PVrR ~E__SUPERVISION OF, ~y~ :... DATE: e::,./ IQ /9 9 DATE BY DESCRIPTION TIEBACK WALL DESIGN NOTES SOIL PARAMETERS: (For determination of lateral earth pressure on well) ~ = 32", o = 115 pcf, C = 0 STRUCTURAL TIMBER: TREATED DOUGLAS FIR GRADE No. 1 (Fb =1300 psi min) STRUCTURAL STEEL: fy = 36,000 psi TIEBACKS: PRESTRESSING STEEL BARS -ASTM DESIGNATION: A722 lYPE II -150 ksi STRANDS -ASTM DESIGNATION: A416 -270 ksi T = DESIGN FORCE PER TIEBACK (SEE TIEBACK SCHEDULE) TIEBACK SPACING = 6'-0" CENTER TO CENTER fpu = MIN TENSILE STRENGTH OF PRESTRESSING STEEL (ksi) As (MIN) = MIN CROSS SECTIONAL AREA OF STEEL IN TIEBACK (SQUARE INCHES) As (MIN) = 1 5 T 0.75 fpu REINFORCED CONCRETE: fy = 60,000 psi t'c = 3,250 psi (CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS) ANCHOR GROUT (TIEBACKS) : f'c = 3,000 psi (CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS) NOTES: 1. THE TIEBACK TENDON DETAILS SHOWN ARE FOR REFERENCE PURPOSE ONLY. THE CONTRACTOR SHALL DETERMINE AND SELECT A TIEBACK SYSTEM WHICH WILL FURNISH THE REQUIRED FORCE AT LOCATIONS SHOWN ON PLANS. THE SELECTED TIEBACK SYSTEM TO BE USED SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL 2. TENDON ANCHORAGE ASSEMBLY DETAILS SHOWN ARE FOR REFERENCE PURPOSE ONLY 3. 2" MIN CONC. COVER OVER TIEBACK ANCHORAGE REQUIRED 4. MAINTAIN 5" IN CLEARANCE BETWEEN REINFORCED AND C J]lEBACK 5. STEEL TUBE (MIN THICKNESS = 0.20", MIN LENGTH = 2' -6") WELDED TO BEARING PLATE. INSIDE DIAMETER OF STEEL TUBE FOR BAR TENDON TO BE AT LEAST 1/2" GREATER THAN OUTSIDE DIAMETER OF SMOOTH SHEATHING. FINISHED GRADE 2' ' N ~ ENCASED SOLDIER PILE I (WF SECTION PER SCHEDULE) LOL ~ TOP OF WALL ELEV (SEE PROFILE) = / % (Xl oW/l---'--!_J_J--L4"-1------------------~ CONC '-'-. '-. ' ... GUTTER '--- » / » / ~ • EXIST SLOPE/ PER PLAN WEEPHOLE SEE DETAIL HEREON 30"~ CONCRETE ENCASEMENT I "' >-u "' <( "' en :::, ...J N 1/l en u n. z oO 1/) u N .,, 3" MIN CANTILEVER APPROVED 3" CLR FACE OF WALL=LOL WOOD LAGGING NATURAL CONCRETE WITH MEDIUM/HEAVY SANDBLAST FINISH -........ -........ "-. WEEP HOLE N ... 2% BOT OF WALL FACING LIMIT of EXCAVATION = BOTTOM of FTG for RET WALL "1" PILE TIP ELEV (SEE PROFILE) ~~FACE OF ENCASEMENT ......__ (.) ci ' N ~ @ 1/l "' 0 >-"' u u~ w I <(w z m_, z z w=> 0 (.!) -0 >-w u en wI w wU Cl Cl en en :::, ti> ~ ' .... ?< .... ...... .,, I N WALL SECTION RET WALL 2 NTS C-3202B JAMBOREE ROAD/EASTBLUFF DRIVE INTERSECTION IMPROVEMENT PROJECT SOLDIER PILE WALL & TIEBACK DETAILS APP'D DESIGNED DRAWN R 5 73 0 $ KELLY E. NOLAN R.C.E. No. C52646 EXP. DATE 12 31 02 R. BURNS P.SCHERZ CITY OF NEWPORT BEACH -7 ---~-~------------~---~~==-ir---~~~--1 1252.20 DWG. 3 29 99 REVISIONS CHECKED DATE 2199 PUBLIC WORKS DEPARTMENT SHEET. 7 OF 18 K. NOl:AN J.N. 252.20 04/16/99 11 :09:33 FILE ~ 25220-07 .DWG < -rn m • " □ ' ~ " ► " z _m n p C ~ a " z j, ~ ~ z I a r a " n m a 0 0 " " 0 ~ m a " " .. rn " e < z 0 C z ~ < ~ " " . □ ' 'ij " ► < . " z !" n p C " a " z " ~ • = ~ ~ \;: z I 0 r a " n 0 ~ 0 ~ " 0 ~ m 0 " CD rn ~ 0 < z 0 C z < .. 0 a m " 0 ' ~ " ► . " z m n p C ~ a " ~ ~ ~ z is r a , " n m 0 s 0 " " " □ ~ ~ a " " 0 .~ a < z 0 , C 7 \ ' _, z C s m rn JJ 0 JJ ~ z G) z C s m rn JJ ~ 0 ~ ~ I l!'.9 Cl:~ 0 (j\ 0 JJ ~ z G) z C s m rn JJ 0 JJ ~ z l7l J.N. 252.20 04/16/99 10:32:43 CABLE RAILING ffi BLACK VINYL W COATED ~ EXPANSION JOINT (WHERE INDICATED SEE PROFILE) ' I I I 1 I I I 1 I -I 8" 2'-6" NATURAL CONCRETE W/ MEDIUM-HEAVY SA ON EXPOSED PORTl~i:LAST FINISH OF WALL RETURN NATURAL CONCRETE W/ • • MEDIUM-HEAVY SANDBLAST FINISH ~:~J>Jt! ~:~~~ ROCK TEXTURE. 3" TO 12" EV SHALL VARY FROM • ENLY GRADED. 20" TYP 2 l/2" DIA POSTS r 42" MIN l 6" MAX-+i-t-\., FINISH SURFACE AT FACE OF WALL 2· 6" NATURAL CONCRETE W/ MEDIUM-HEAVY SANDBLAST FINISH B ~-------. I/ I/ J 2" DIA PIPE 1/2" DIA PIPE PICKETS ANODIZED ALUM 3' 6" HIGH INUM FENCE AT 4• O.C. W/ PICKETS ' BLACK COLOR t.'.) z x- · ~ ' ~i '' ,· I ,· """ ""'" :: I x'p91 ' ' 'QDO ---t I/ I/ I; 4" 3/4" CHAMFER, TYP-~ NATURAL CONCRETE W/ MEDIUM-HEAVY SANDBLAST FINISH--- RECESS FOR SIGN --- NATURAL CONCRETE W/ ATTACH TO WALL PER DETAIL 3 SHEET 9 ' PARTIAL ELEVATION LIGHT SANDBLAST FINISH \_ I FINISH SURFACE AT FACE OF WALL FILE = 25220-08.DWG NATURAL CONCRETE W' MEDIUM-HEAVY SAND LAST FINISH \NATURAL CONCRETE W/ \ LIGHT SANDBLAST FINISH \ I I I SCALE: 1 /2" 1, o• -REINSTALL SALVAGED METAL LETTERS ST. MAR~( PRESBYTERIAN CHURCH 26' 7 1/2" PARTIAL ELEVATION SCALE: 1/2" 1, o• j 8" 38" REINSTALL SALVAGED METAL LETTERS (AS INDICATED)-- NATURAL CONCRETE W/ MEDIUM-HEAVY SANDBLAST FINISH--- ARCHITECTURAL TREATMENT RANDOM RIVER ROCK TEXTURE WITH RANDOM C STAIN, SEE SPEg~~~T~~\MICAL 2 l /2" ± THICK ADDITIONAL CONC-----4-k NATURAL CONCRETE W/ MEDIUM-HEAVY SANDBLAST FINISH __ SIDEWALK FINISH SURFACE 3/ 4. EXPANSION JOINT MATERIAL-_ _...,. FINISH GRADE RETAINING WALL ,,1 A" RETAINING WALL ,,1,, & ,,1 A" ARCHITECTURAL TREATMENT DETAIL KELLY E. NO No C 52646 p. 12/31/0 CIVIL or c~L TETRA TECH 1nfras 600 CITY PARKWAY WEST tructure Southwest Group ORANGE, CA 92868 • STE. 300 • PR (714) 456-0166 Fax (714) 456-0161 mR~ SUPERVISION OF: KELLYE. NO~ R.C.E. No. C52646 ~fCTION C C . DATE BY 125220 EXP. DATE 12/31/02 DWG. 3 29 99 DESCRIPTION REVISIONS R/W fficABLE RAILING--=-=-~---W BASALT GREEN COLOR -·"'• 3/4" CHAMFER, TYP -~ NATURAL CONCRETE W/ MEDIUM-HEAVY SANDBLAST FINISH __ _ ARCHITECTURAL TREATMENT _ __J :~NHDi~N RIVER ROCK TEXTURE STAIN, SE~O~p~g~~~T~HN\MICAL • • 2 1 /2'" ± THICK ADDITIONAL CONC----~+- NATURAL CONCRETE W/ MEDIUM-HEAVY SANDBLAST FINISH---- SIDEWALK FINISH SURFACE 3/ 4. EXPANSION JOINT MATERIAL-__, RETAINING WALL ,,1" SECTION A A NTS 3 ' -B" HIGH ANODIZED ALUMINUM FENCE BASALT GREEN CO-L-OR-~ 3/4" CHAMFER, TYP-- NATURAL CONCRETE W/ MEDIUM-HEAVY SANDBLAST FINISH---FINISH GRADE R/W R/W I I I I I I r-'-------L-1 I u 2 1 /2" ± THICK ADDITIONAL CONC ____ --4.L NATURAL CONCRETE W/ MEDIUM-HEAVY SANDBLAST FINISH __ SIDEWALK FINISH SURFACE 3/ 4" EXPANSION JOINT MATERIAL APPROVED ~D•-P .. PROJECT ENGIN~lR GI .... R.C.E. NO. 4-552./ DATE _4--2/ -"]'9 APP'D DESIGNED C. KURTZ DRAWN C. KURTZ CHECKED K. NOLAN DATE 2/99 RETAINING WALL ,,1 A" SECTION B B tiJTS " G, TYP JAMBOREE R C-3202B INTERSECTION ~~~,_OEAVSETBLUFF DRIVE MENT PROJECT WALL AESTHETIC DETAILS Cl1Y OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5739-S . SHEET 8 OF 18 z C ~ ~ :0 0 :0 ~ z (j) z C ~ [D m :0 i p.__ ___ ~~ 9 ~ \~ ) t!J ~ C (ft 0 :0 ~ z (j) z C ~ ~ :0 ·' DRY PACK MORTAR 2-#3 CONT ' ' 8 .. ro 3" DIA x Q' -8" CORED POST POCKET TYP SECTION RET WALL "2" MORTAR 2-#4 5 1 / 4" ~r "' 4" X 5" X 0' -9"or 4" DIA x Q' -9" POST POCKET TYP SECTION RET WALL "1" 6' MAX. 16d GALVANIZED NAILS C D 0 6d GALVANIZED NAILS ( 12/SPLICE) &€oc ,or;cPo l"x 4"x 2'-0" SPLICE BLOCK 2"x 4"x 1 '-6" SPLICE -PLAN NOTES: FACE OF GARAGE 2· -8" 3" LAYER OF 3/4" GRAVEL 1. HEADERS AND STAKES SHALL RECOMENDED PRACTICE. BE REDWOOD OR DOUGLAS FIR TREATED PER AWPI 2. USE GALVANIZED NAILS. REDWOOD HEADER NTS DETAIL 0 TRANSITION OUTLET THRU CURB 2"x 6" HEADER SLOPE TOP OF STAKE ~ 12' SQ PRECAST CATCH BASIN W/ PARKWAY GRATE MASONRY RET WALL® 4" THICK, 18" WIDE CONC APRON ON TWO SIDES MAX SLOPE JOIN . • SLURRY BACKFILL CUT & INSTALL EXIST DRAIN PIPE TO INVERT-~ . . . . . • F -= CONTRACTOR SHALL FIELD VERIFY PIPE 2=-----~Pr,:::,...____:::::;;7 SIZES. INVERTS & CONNECT AS NECESSARY CONSTRUCT :H = / ~.--.-,-. -. -, ,__l• • ~1~7 BASIN INVERT IN PLACE_/ ----~ NON-PERF. PIPE SUBDRAIN CLEANOUT 8" MAX PIPE DOME INLET SECTION A-A N.T.S. EXIST 8" CONC (-;\ BLOCK RET WALL\.V NON-PERF. PIPE~-+---1---,1--1 1 GALV WASHER GALV CRIMPED STOP GALV SLEEVE CLAMP I 3/8" DIA HOLE 1/4" GALV. CABLE PIPE 2" STD. POST ~ f-- 10' MAX SPAN 2" STD PIPE TYP 1/4" GALV. CABLE GALV TYP TOP OF WALL 4' TYP END SPAN POST CAP TO BE A DRIVEN FIT (TYP.) GALV METAL CLAMP TYP TYP ELEVATION NOTE: ENTIRE CABLE RAILING SYSTEM SHALL BE BLACK VINYL COATED. N DOME INLET. SEE PLAN PLAN SUBDRAIN CLEANOUT 4" SCH. 40 NON-PERF. PIPE (BEYOND) FINISH GRADE FOR LOCATIONS --1------1----1 THREADED CAP 4" SCH. 40 l--.,.!:;=1=~4J I (NON-PERF. PIPE) 4" SCH. 40 PERF. PIPE OUTLET THRU CURB SEE PLAN TRANSITION PIPE & OUTLET PER CNB STD-227-L-D -----~ C CONTINUOUS PERVIOUS BACKFILL GRAVEL BACKFILL (MIN. SIZE 3/8" ROCK) FILTER FABRIC • 0 I v__ PERF. HOLES (1/4" @ 12" O.C.) SECTION T \ CABLE RAILING DETAIL 0 TYP WALL DRAINAGE DETAIL r:;\ ---------N~T_S _ _;;_=-_:;;-=...;_;_=;_-0 NTS CONSTRUCTION NOTES 0-REMOVE, ITEM AS NOTED G),--PROTECT IN PLACE, ITEM AS NOTED 0-coNSTRUCT 2:1 SLOPE PER DETAILS ON SHEET 2 (:;;;\-CONSTRUCT MASONRY WALL PER CNB STD-228-L-A & B, ~ TYPE B ("H" ON PLANS) @--PROVIDE & INSTALL 12" SQ PRECAST CATCH BASIN W/ PARKWAY GRATE ~CONSTRUCT REDWOOD HEADER W/ GRAVEL PER DETAIL 4, SHEET 9 @---CONSTRUCT TYPICAL GUTTER PER CNB STD-227-L-C ;:; KELLY E. NOLAN ~ ~ ,.., = No C 52646 '° -I< p. 12/31/02 * ·' , ENLARGED SD DETAIL 0 __ =--=----..;;;..~-1 1" ~ 5· .• C-32028 TETRA TECH Infrastructure Southwest \3roup APPROVED 600 CITY PARKWAY WEST, STE. 300 • ORANGE, CA 92868 '4,~~e JAMBOREE RQAD/EASTBLUFF DRIVE INTERSECTION IMPROVEMENT PROJECT (714) 456-0166 Fax (714) 456-0161 pROJECLENtffi~52,/ 1-;;;;;';;;:;;;;;~~~~~~.::..:..._---;;~---,___..j~-l---------L_J PREy--,,:}/~DER ~E SUPERVISION OF: DATE: DATE 4--2.1-9'7 _1.if~_..-✓1_,(?'°'~= .tJ.) I 2} <j 0 KELLY E. NOLAN DATE BY DESCRIPTION APP'D DESIGNED DRAWN R.C .E. No. C52646 EXP. DATE 1 2 31 02 t--...L--'-------------_J __ +-..::cc... • .::,KU::.:,R:_:.cTZ=------l---"'c.-"'KU~Rc_;TZ'--_j CITY OF NEWPORT BEACH ~='--'-'-"c,2'-cs""2.cc20=".'-------."-''--'--,D""w"'G"'. -'-''cL.::.'.c..L"-"...~---3-29_/_99 __ --J REVISIONS CH\?EiOL.AN DATE 2/99 PUBLIC WORKS DEPARTMENT MISCELLANEOUS DETAILS R-5739-S SHEET 9 OF 18 J.N. 252.2D 04/16/99 10:23: 16 FILE = 25220-D9.DWG ·' I 8 0 6 C: 0 , ] 0 § " 0 ::§ 0 , ' C C , -I I a g 0 ~ 0 0 " • m 0 ~ • rn ' z C < ffi • 0 a 0 > • ~ 0 " ~ " -' z C < ffi " 0 a 0 > • • m 0 ~ m • rn ' z a u ~ z I 0 r □ n 0 TI " 0 TI ~ 15 z . 1! !" n ,. C ~ 0 TI z " u ~ z I 0 r □ n 0 ~ u 0 TI ~ 15 2 . ll z !" n ,. C ~ ll z " u ~ z I 0 r □ n 0 TI u 0 ~ ~ 15 2 z C $ OJ m :D 0 :D ~ z G) z C $ OJ m :D 0 :D ~ z G) z C $ OJ m :D 0 :D ~ z G) I • 1 ' l I· ' ' 1-i.l GENERAL CONSTRUCTION AND TRAFFIC CONTROL NOTES CONSIBUCTION GEIIEIW. tlOTES: 1. Tho contractor thcll notify tho Troffic Engine<ring Section of Tho City of Newport Beech al lees! thrco (3) working day:, in advance of tho worlt lo bo done in order to coordinate tho chcnge:,. 2. Construction activity shall be confined lo tho hours of 8:30cm to 3:30pm, l.!ondoy lo Friday. Al1y other time must be opprovcd by tho City Troffic Engineer. 3. Contractor shall replace all damaged traffic detector loops occurred during construction per Coltrons Stondord. TRAfTIC CONJROL GENEIW. NOTES: 1. All wcrlt shall be dono in accordance with tho l'/orlt lvco Traffic Cantrel Handbook. latest edition, and tho Collrcns Traffic !Jonucl Chapter 5, latest edition. 2. Construct.ion operations shall bo conducted in such a manner as to cause as litUo inconvenience as possible to abutting property owners and commuters. J. The contractor shall hove oU sigfl3. dclineato~, barricades, etc., property installed prior to commencing construction and •hall not attempt to switch to o sub!equent phoso during worlting hours. All traffic detours shall be approved by tho City T roffic Engineering Section. 4. The contractor shall maintatn, on a 2~-hour basis, au signs, delineator.s, barricodc:s, etc., necessary to ensure proper flow and ll<!fely of traffic. 5. Tho Contractor oholl utilizo flog men during worlt hours as deemed necessary by tho City. 6. Flashing lvrow Boord shall bo used on all primary and arterial streets or whero deemed necessary by City Traffic Engineer and o:s :,:hoan on th, plans. 7. Vleming ~gn:s: A Advoncc warning r:ign installations shall be equipped with flogs for daytime closures. B. All aigns tho!! bo reflectorized and of standard size. 8. Striping: A. Toa Contractor aho!l be required to replace striping and signing lo the original state, ofter completion of construction, unless othenn:e detailed on corre:,ponding signing and striping pion. 9. Barricades, Delineolors: A. All dclincators shoU bo 25• minimum portable, reflectorized rubber guide post tube, orange in color, with weighted t>o,es or sandbag ring, and shall be kept in their proper position al oil times, and shall be repaired, repfoccd, or cleaned as neces:ory to preserve their appearance and continuity. 8. Typo I or U borricode:, may be used, in lieu cf or in addition tc, tho rubber guido post, al tho discretion of the Contractor, •hen they on, intended to provide additional emphasi:s in areas •here workers oro presenl C. Temporary protcttive fencing thall bo placed around any open trenches during houns of non-com,truction operation,, if required by the City Traff,c Engineer. 0. K-Roil> •hall bo reflectorizcd and conform tc the specification, per Coltrons Std. Pion A75>. \0. Lighting: A. Ylhere lights ore u:ed to d:Enecte the traveled way through end around the wrork area, they shall be type •c• - steady bum lamps. 8. Flashers shell net bo used le channelize, separate or delineate the path that traffic is to flow. C. flo~hing ~llow beacon,. typo -a·, as apccified in Section 7-6 of the Watch flanuol, latest edition, shall be used on the C18 •igns for night closures. 11. Final Inspection: A. Bcforo final inspection of tho •or'<. tho Contractor shall clear tho righl-of-•oy and oil grounds occupied by him, in connection cith this wrork. of oll rubbish, excess materials, equipment, eigns, dc!ineotors, etc. All ports of the acrk area tho!I be left in a neot and presentable condition. a l'/hen tho .-orlt has been completed, tho City Traffic Engineer and/or City inspector shall moko the final inspection. 12. The provisions of this traffic control plan aholl apply until completion of all phases of this work, within the Public right-of-way. STREIT CLOSURE: l'lhen street closuro is approved by the City Traffic Engineer, tho Contractor shell notify tho Police 0eportrnen~ Firo Ocportrnen~ OCTA, affected rceident.s, ond affected busme,;ses ol least five (5) •orlting days in advance. Access for local traffic tholl be maintained ol oil times. TEllPORARY "NO STOPPING"; l'lhen lemporory "No Stopping" zone on the street is approved by tho CilY Traffic Engineer, tho Contractor shall notify tho Police Deportment ot least thn:e (3) worlting days in advance and post iow Awoy, Temporary No Stopping" signs ot least 48 hours 1n advance. lndiccte tho duration of tho temporary perking re:,triction on the signs. SIGtW. TU!!NG: When signal timing or phasing changes are necessary before or durin~ the construction end it is approved by City Traffic Engineer, tho contrcctor t1c!I notify tho Troffic Engineering Section \ij49/644-3344) al least threo (3) worlting days in advance of the work to be done in order to coordinate the changes. Contractor shall provide the personnel and the equipment to make the timing or photing changes. SIDEWALK C2-1 SIDEWALK LEGEND (THIS SHEET ONLY) EXISTING STRIPING & MARKINGS TO REMAIN p EXISTING STRIPING & MARKINGS TO BE REMOVED TEMPORARY STRIPING & MARKINGS TO BE INSTALLED EXISTING SIGN TO REMAIN BIKE C20(BIK£) • SIDEWALK 24 CLOSED C2-1(MOOIF/£D)------ Tl> ® © © fZZ:ZI 11.11) X ] 00000 0 EXISTING SIGN TO BE REMOVED TEMPORARY SIGN AND POST SIGNALIZED INTERSECTION CALTRANS STRIPING DETAIL NUMBER TEMPORARY PAVEMENT DELINEATION WORK TO BE COMPLETED FOR THIS STAGE FLASHING ARROW SIGN TYPE II BARRICADE TYPE II BARRICADE W/ SIGN TEMPORARY RAILING (TYPE K) TEMPORARY CRASH CUSHIONS DELINEATOR EXISTING SIGNS ON THIS SHEET R1 (§) R13 NO TURN ON RED R17 ~ R18-2 RIGHT LANE MUST TURN RIGHT G93 G93A ~ IEml"I W11 (RT) EXISTING STRIPING TO 8£ R£1.fOV£0 (IT£M OF WORK ON SIGNING ANO STRIPING Pl.ANS) W54 24• QUSE CR0SSWAU< 36" R96B C2-1(MOO/Fl£0) -------•+J; R61-15 MOD) 1)if ONLY ONLY W74(LT) THRU TRAFFIC MERGE LEFT • SIDEWALK 24 CLOSED 36" W74(LT), R28(S)(B) R17 /7:30AM-9:00AM __/ !: SCHOOL DAYS . ': . ' " ' . f3 ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' PORTABLE 0£UN£ATORS-'1 ' ' ' I I AT JO' O.C. : . 1~ ~ ~ ' ' ' • 1 I □ C i I I TEMPORARY CRASH CUSHIONS -f',+-.._ C:: o_ .. '12' 10'1t 10' 12' ARRAY TJ R61-15(MOD) , / STA. 40+0J R26(S)(B)' ~!o ' £NO K-RAIL TRANSmON • t 12" WHIT£ UMIT UN£ EXISTING STRIPING TO 8£ R£MOV£0 (IT£M OF WORK ON SIGNING ANO STRIPING Pl.ANS} OCTA BUS STOP SIGN RELOCATE SIGN ANO R£F£R TO TEMPORARY POST 570' SOUTH TRAFFIC SIGNAL Pl.AN ON JAMBOREE FOR CORRESPONDING TRAFFIC SIGNAL MOOIFICAnONS C2-1(MOOIF1£D) 24" CLOSED R96B USEC/· (UOOIFl£D) CLOSED J6" JAMBOREE □ CROSS\'IAU< J6" R£LOCAT£0 OCTA SIGN ANO POST --..... □ ----- 5' 0 • ~ 36" G9J(M:/F/£D) [ 00] 24• BLACK ON ORANG£ DETOUR R968 Q USE 24" CROSSWAU< W54 () £ J6" G9J(MOOIF/£0) I 00] 24• BLACK ON ORANG£ DETOUR USE,-"-.. R96B(MOOIF/£D) 12" YELLOW CROSSWALK UN£S © '-v 24" SIDEWALK V/54 () £ ~--SCHOOL CROSSING GUARD TO 8£ PROV/0£0 OUR/NG P£AK P£0£STRIAN ACnVIT/£5 J6" G93(MOOIF/£0) [ 00 I 24• BLACK ON ORANG£ DETOUR R96B \f USE 24" CROSSWAU< J6" G9J(MOOIF/£0) [ 00] 24• BLACK ON ORANG£ DETOUR ,....,_, USE R96B '-..--' 24 • CR0SSWAU< -2 ( S) ( B)-------------= --- - ~ ' ~\) ,, // "' C18 / / / / / / / / / 500 ..'.'---------: -~--L-----------------------------R28(B) ~--------------- ----R28(S)(B) --- ------------____,..,- ------ -------------------- G9J(MOOIF/£D) BLACK ON OkANG£ 24" ©\® DETOUR ~ . GJ6 _ ~ <;;'-w b '{, 1 J6" BLACK ON ORANG 1)01\Tp, l ~ l ~ £ ◊ ~::=--:.---~~l~"------G9J(MOOIF/£0) (.:'.}~ 24" ~ BLACK ON ORANG£ DETOUR USE ,--1'--... R968 '-v 24" CROSS\'/AU< • R28(S)(B) ,s· 1 1· UtlDERGROUtlD SERVICE Al.£RT OF SOUTHEfill CALIFORNIA G9J(MOOIF/£0) BLACK ON ORANG£ GJ6 BLACK ON ORANG £ 13 R:CW.'lll E. • I.I o:: No. TR 2006 * .6/30/ □~ 24" ©\® DETOUR ◊ 1 18 96 ~ ,. "'® ~\ C1J I I APPROVED LINSCOTT, LAW & GREENSPAN, ENGINEERS 1580 CORPORATE DRIVE, SUITE 122 1-----+--+-----------+----10-t. 1m.8k.~ COSTA MESA, CA 92626 ~ER '2-'Z.o4 6 ~=::::::::-:-::::::::::-:;:-:;--::::~:-::::::::--;:;----;::-;::;:;::-:;r,;;n.;.;---, __ L _ _j_ _____________ _j__--l R.C.E. NO~-~ PREPARED UNDER THE SUPER"1SION OF: DATE:_.::,.µ=.,µ....,. DATE A~v-\\ 2o, 19~2 ~ RICHARD E. BARRETTO DATE BY DESCRIPTION APP'D DESlGNED C. NGUYEN DRAWN J. DON.'LDSON RTE NO. TR 2006 EXP. DATE 6 30 99 2-986076.1 DWG. C6076D1 4/16 99 REVISIONS CHECKED R. BARRETTO DATE 4/99 TRAFFIC HANDLING JAMBOREE AT EASTBLUFF DR STAGE 1 ROAD CITY OF NEVJPORT BEACH PUBUC WORKS DEPARTMENT FORD RD R-5739-S SHEET 10 OF 18 < L ~ " -□ ' ~ " • " z "' n ,, -. r Si D n z ;; u ~ z I D r D " n m D □ " n □ u m D l " ~ ~ ' z 5 C z ' < m . ~ □ ' li " • " z "' n ,, C u D n z ;; G> ~ ,<=> ~ u ~ z I D r D ~ n D D ~ n u m D i " " □ ~ ' ' z 5 , C z ' < m ' m " □ ' ~ -" • n z "" n ,, C 0 n ~ • I I I I u ~ z I D r D ~ " n m D 0 ~ " n 0 u " D ~ " n 0 ~ e < z 5 I C z < z C ~ rn m JJ . \ 0 JJ ~ z G) z C ~ rn m JJ ~ 0 ~ ~ / ~.!) ~ 0 uY> 0 JJ ~ z G) z C ~ rn m JJ 0 JJ ~ z G) . • ' I j NOTE: REFER TO GENERAL CONSTRUCTION AND TRAFFIC CONTROL NOTES ON SHEET 10 OF 18 NSTRUCTION AHEAD C18 C2-1 (MODIFIED) R968 C2-1 SIDEWALK 24. (MODIFIED) CLOSED 36" 0 \.() \- -\-I t'-0 SIDEWALK 24" CLOSED usE¢ 24" CROSSWALK 36" \ ' - co-a::.. ~ <{_ w -------~>-, 0 wen -z. <{_ - _l w ---Iw 0 V) ~ 2 - ,/ ,/ ,/ ,/ --- --- 36" LEGEND (THIS SHEET ONLY) ::::;::;::::::: p Tt> 0 © © ~ 11.lV X ~ 00000 0 EXISTING STRIPING & MARKINGS TO REMAIN EXISTING STRIPING & MARKINGS TO BE REMOVED TEMPORARY STRIPING & MARKINGS TO BE INSTALLED EXISTING SIGN TO REMAIN EXISTING SIGN TO BE REMOVED TEMPORARY SIGN AND POST SIGNALIZED INTERSECTION CALTRANS STRIPING DETAIL NUMBER TEMPORARY PAVEMENT DELINEATION WORK TO BE COMPLETED FOR THIS STAGE FLASHING ARROW SIGN TYPE II BARRICADE TYPE II BARRICADE W/ SIGN TEMPORARY RAILING (TYPE K) TEMPORARY CRASH CUSHIONS DELINEATOR EXISTING SIGNS ON THIS SHEET R1 ~ R13 NO TURN ON RED R17 ~ R18-2 RIGHT LANE MUST TURN RIGHT R28 B) R2i(Sr8) srrmt '"" - G93 G93A ~ 1am,1 W11 (RT) W54 R28(S)(B) PORTABLE D£UN£ATORS-, tr AT 30' 0.C. R61-5---------..... ~ BLACK ON ORANG£ STA. 39+01 TYPE N ARROW © --1-+--V' J /, i Q > ' ' ' ' ' ' ' ' TEMPORARY CRASH CUSHIONS -- ARRAY TJ : ' J i i I I : ! 10'12· : ' R61-15 MOD) ~if ONLY ONLY W74(LT) THRU TRAFFIC MERGE LEFT .¢usE 24 CROSSWALK 36" R968 ---------------= BIKE LANE CLOSED AHEAD C20(8IK£) C2-1(MODIFl£D)----.o_'-R_:'.f:,:l7.!:_'£'~--=~ SIDEWALK 24 " CLOSED 36" W74(LT)(COVE"R SIGN DURING THIS STAG£) R28(S) R17 /7:30AM-9:00AM SCHOOL DAYS I ' ------- ,36" --G93(MODIFl£D) [ 00 l 24" BLACK ON ORANG£ DETOUR USEc;) R96B(MODIFl£D) 24" SIDEWALK / ~ / I , • o I I • W54 () Ah MA TCHL;t, ,c-'----SCHOOL CROSSING GUARD TO s, 1 V~ ST,ii CONTINUE TO 8£ PROVIDED DURING 36" G93(MODIFl£D) [ 00] 24" BLACK ON ORANG£ DETOUR /\ USE R968 1f 24" CROSSWALK 36" G93(MODIFl£D) [ 00] 24• BLACK ON ORANG£ DETOUR ./L-, USE R968 '-...~ 24" CROSSWALK EE Aaovr.., 3a+50 PEAK PEDESTRIAN AcTwIn£s. ~ LEFT C20(BIK£) BIKE LANE CLOSED AHEAD '---G93(MODIFl£D) I 00 124. BLACK ON ORANG£ DETOUR STA. 39+88 £ND K-RAIL TRANSmON R61-15(MOD)(COVE"R SIGN DURING THIS STAG£)-✓ R28(S)(B) • I PORTABLE D£UN£ATORS AT 40' O.C. ------------ -- ------ USE c"- R968 ✓ 24" CROSSWALK JAMBOREE 2' --0 -~-..:--:: --- 7 T = jJ ,- jf R61-5 ~ BLACK ON ORANG£ STA 41+50 £ND 200 -RAJ TRANSmON REFER TO TEMPORARY - TRAFFIC SIGNAL PLAN FOR CORRESPONDING TRAFFIC SIGNAL . MODIFICATIONS 2' --R28(S)(B) • -R28(S)(B) ., ------24" G93{MODiF/£D) BLACK ON ORANG£ 070 18" DETOUR G36 BLACK ON ORANG£ ◊ 11· 16 NOTE: TEMPORARY SIGNING AND STRIPING TO REMAIN FROM STAGE 1 WHERE REFERENCED ON THIS SHEET. G93(MODIFl£D) BLACK ON ORANG£ G36 BLACK ON ORANG £ 00 DETOUR ◊ 1 D1Gl1IBT a DIAL TOLL FREE ~ \ 1-800-422-4133 ~ AT LEAST T\'10 DAYS BEFORE YOU DIG UNDERGROUND SER'/lCE ALERT or SOUTHERN CAUFORNJA 1' I R28(S)(B) ' il T}\C30 C \ \ PORTABLE D£UN£ATORS AT 40' O.C. --::G-',...-- ~ ~ ~ -,,, ~ ·o -~ o o\J -------0 c,s=i ___......-----; ----R28(B) ' --- 0 --- --- --- ------------0~ ------------R28 ( B) ___.--/ ,/ ,/ ~ ~ -----------~ 36" ~ ~ G93(MODIFl£D) ., [ 00 l 24" BLACK ON ORANG£ DETOUR /L-, USE R96B ...__,._, 24" CROSSWALK APPROVED C-3202B LINSCOTT, LAW & 1580 CORPORATE COSTA MESA, CA GREENSPAN, ENGINEERS DRIVE, SUITE 122 92626 ~J IYJFcd ~,k 1---1--+------------t---J TRAFFIC ENGINEER :2.'ZO"I-S R.C.E. NO .. =~-~ l-:P:::RE::P".":AR:::ED:-:-::-UN:::DER::-::TH:-:E:-:S:::'.U::PE:::R~~,s=10'.':"N -::o=-F: ----;;D:";A'.;;TE'.'.'",:]J!Ji:J5?£--1--+--l-----------+---l DATE A(>ri\ 2.0 I 19 99 TRAFFIC HANDLING JAMBOREE AT EASTBLUFF DR STAGE 2 ROAD ~ RICHARD E. BARRETTO DATE BY DESCRIPTION APP'D RTE NO. TR 2006 EXP. DA TE 06 3D 99 REVISIONS 2-986076.1 OWG. C6076D2 4/16/99 DESIGNED DRAWN C. NGUYEN J. DONALDSON CHECKED DATE R. BARRmo ~,/99 CITY OF NE\~JPORT BEACH PUBLIC WORKS DEPARTMENT FORD RD R-5739-S SHEET 11 OF 18 :l • i ., ., I I ~ 0 a m " ~ z C < ID m " 0 ' " ► a ' ~ z I 0 r 0 0 0 TI ' 0 TI ~ i5 z . i _m 0 p C ~ 0 TI z ~ 0 p r ~ z C ~ m m Il 0 :0 ~ z (j) z C ;;;;: m rn JJ 0 :0 ~ z (j) z C ~ m m :0 z ~'------' ' ~ z I 0 0 r 0 :0 wo ~ o 0 a ~ m O C TI ~ ~ z z i5 17\ C 7 I j l q I ,, ' ' I !. j ' GENERAL NOTES (THIS SHEET ONLY) 1. ALL WORK, EQUIPMENT, AND MATERIAL SHALL CONFORM TO THE JULY 1995 STANDARD PLANS AND SPECIFICATIONS OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION. 2. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS TO BE REMOVED BY WET SANDBLASTING. 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE 2-COAT PAINT, UNLESS NOTED OTHERWISE. CONSTRUCTION NOTES (THIS SHEET ONLY) Q) INSTALL SIGN(S) INDICATED AND POST. Ill RESET SIGN(S) INDICATED AND POST. @l REMOVE SIGN(S) INDICATED AND POST. [!) ADD SIGN TO EXISTING POST. @) RELOCATE SIGN(S) INDICATED AND POST. @) INSTALL 4• SOLID WHITE STRIPE WITH NON-REFLECTIVE MARKERS PER CALTRANS STD. PLAN A20D (50 L.F.) 11) INSTALL 4• SOLID WHITE STRIPE. SIGNS ON THIS SHEET Rl R2(25 R2(50 R13 R17 R18-2 R~B(r) R2~ S (B) R61-15 MOD) s ~ SPEED SPEED NO TURN RIGHT LANE LIMIT LIMIT 25 50 ON MUST RED TURN RIGHT R72 G93 G93A Wl 1 (RT) W54 [~oa~,) ~ fil£:D R()J1[ ()7" R£LOCAT£D OCTA SIGN AND POST --- .,,,,-: ~if FJ.'!IJ{; ~:me 1,11'1'111( M'l'Tl,( -- W65 !SCHOOL) R28(B) ONLY W74(LT) THRU TRAFFIC MERGE LEFT ----··············· ···••••• .... ---· . --· --- ONLY W75(LT) LANE ENDS MERGE LEFT R28 8 ------·· -------·· - ---- TYPE "K" 10001 R2 50 ---- W75 LT R28B TYPE VI ARRm' OCTA BUS STOP SIGN 5 RELOCATE: SIGN AND POST 570' SOUTH ON JAMBOR££ jf ,j)' ......____ R28(S)(B) 7YP£ 1(10) ARROW T }------,,. TYPE IV(R) ARROW R18-2 1 n------1-h~N R61-15(MOD) R28(S)(B) STA. 40+73 £ND R-72 TYPE 1(10) ARROW T W54 1 R18-2 --------- 1ei1T 'b -0 -N - N - -:.i-- 0 TYPE K 2 II---✓ MARKER Q \ ~\ ~\ l I ' I ' I ' ' • I· ' ' r I ' ' ' I I ' ' ' j \ \ I I I I ' I W65, R2(25), R72 I~ '~ I~ 't---i . I VJ '~ I / , R17 /7:30AM-9:00AM/R26(S)(B) SCHOOL DAYS "SLOW P£D XING" PAV£M£NT MARKINGS© I.J--f--TYPE IV(R) ARROW© 38 TYPE IV(L) ARROW © 39 12• YELLOW CROSSWALK LINES© 12• WHIT£ LIMIT LINs{J)--___.-,, 0 --------- R18-2 -R~ • ___...-----:: :305' _..,- _..,. _..,- --- . ~ --- --- LEGEND (THIS SHEET ONLY) ------=: -::: --------· _.., _.., --- --- p p --- EXISTING STRIPING & MARKINGS TO REMAIN EXISTING STRIPING & MARKINGS TO BE REMOVED PROPOSED STRIPING & MARKINGS EXISTING SIGN TO REMAIN EXISTING SIGN TO BE REMOVED PROPOSED SIGN SIGNALIZED INTERSECTION CALTIRANS STRIPING DETAIL NUMBER THERMOPLASTIC C-3202B SIGNING & STRIPING PLAN ROAD !? R:CHA.'lll E. &\RR£ITO '%, <> ·=c::::..==="' LINSCOTT, LAW & GREENSPAN, ENGINEERS Af'~PROVED 1580 CORPORATE DRIVE, SUITE 122 1----+--+---------e-------1 ' Jw._lj_~J,.,_ COSTA MESA, CA 92626 TflCENGINEER '2.204S ro;;;;;:;:;;;--;-;;:;;:;;;-=-;:;;;:~;;:;;;;:;"-;;;::--~~4,'ii:7qcj'---f_ _ _j_ _ _j_ ___________ _j__j R.C.E. NO,,~~- PREPAREll UNDER TiiE suPERv1s10N OF: DATE: 1-"'"' DATE Ap,;( zo, r999 JA~ABOREE AT EASTBLUFF DR lli No. TR 2006 :;o ~~ FORD RD DESIGNED DRAWN C. NGUYEN J, DONPJ.DSON RICHARD E. BARRETTO DATE BY DESCRIPTION APP'D R.-5739-S UNDERGROUND SERVICE ALERT or SOUTHERll CAUFORHIA • 6/30/99 * 0 TRAFF1C $ ~--,::-;o~ OF' C~,J RTE NO. TR 2006 EXP. DA TE 6 30 99 4/16/99 REVISIONS CHECKED DATE • R, BAARITTO • 4/99 CITY OF NEWPORT BEACH PUBUC WORKS DEPARTMENT SHEET 12 OF 18 2-986076.1 DWG. C6076G1 ' < ru z • m TI 0 C ' ~ " ~ :, > ~ TI z m CD c; m ,. JJ C ~ 0 TI z j, I I ,1 I u ,; 2 I 0 0 r □ JJ TI n 0 m ~ ~ □ 0 TI D • 0 u ~ 0 D -• !; z a < z 0 G) , C z ' < ru z 0 ~ . , ~ □ C ' ~ " ~ ' > < TI z rn (l] n m ,. JJ r 'n 0 D z jS -=-~ ~ 0 ~ \~ I J ~.!) c,;;@) 8n 0 ~- c::, 60 u . ,; z I 0 0 r 0 JJ ' c; 0 il ~ ~ u m O TI D z ~ ~ z o G) ~ z ~ • z TI □ C ' -o D ~ il ~ m (l] n m ,. JJ C ~ 0 D ~ ,. / u ,; z I □ 0 r □ JJ TI n ~ 0 ~ TI D 0 u m 0 ' TI D ~ ~ z z 5 G) C 7 0 POLE SCHEDULE ST•u"•"" SIG:4AL t.lOIJNTING ANO PlA00!91T PPB BP8 I S.N s. POlE """'"'"' Wl!:NAmE 1--------~----+~~--+--~---1 • • LOCA11'"'0 REt.iARl{S """'E UASTAAif HPS vaila.E PED. ~ IARRO\'/ ¢ IARRO\'J LE<l'!NO .,,. I ,r .fil{;,~J:lLJ="'1----!.l"""AS""""JMY.1."" _f!n. GN '---fnt"",!$"" ou~--+--.._coou __ B!.E __ FA_CE...._) __ +-A-t--B-+-------1 ' ' 250 W Sp 1 T "2 ~ -19-2-70 25 12 MAS SV-1-T --~W -- 11-H 1-A 24 1-A (RL) 8' 35' 12' 150 W 250 W MAS TV-2-T TV-1-T SV-1 SV-1-T SV-1-T SV-2-T (N) SP-1-T ¢2 NW Jamboree Rd Eostbluff - Jamboree Rd 2.5' 8' COVER PED SIGNAL 2.5' 8.5' SEE PLAN 2.5' 8' SEE PLAN 2.5' 10.5' 1® 14 25' 12' 250 W MAS SV-1-T SP(RlL)T l..::::C-J----l--+--+----t------t-----+--'--'----t--:---1---t------t---J----------t---+--i--------l ;© 11-H -8' 150 W -SV-1-T SP-1-T ~N 1::0 1-A ----TV-1-T --1> (N) -(N) ¢2 ¢4 NW -NW 2.5' 10' COVER PED SIGNAL Ford-2.5' 1 o· 2.5' 10' GENERAL NOTES 1. ALL WORK AND MATERIAL SHAU. CONFORM TO THE STANDARD PLANS AND SPECIFICATIONS (DATED JULY 1995) OF CALIFORNIA DEPARTI.IENT OF TRANSPORTATION, THE SPECIAL PROVISIONS OF THIS PROJECT AND THE CllY OF NEWPORT BEACH CRITERIA, STANDARD SPECIFICATIONS CONDffiONS. 2. EXACT EQUIPMENT AND DETECTOR LOOP LOCATION SHAU. BE APPROVED BY THE TRAFFIC ENGINEER OR HIS REPRESENTATIVE PRIOR TO INSTALLATION BY THE CONTRACTOR. 3. THE CONTRACTOR SHAU. EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. IT SHAU. BE THE RESPONSIBILllY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILJllES, PUBLIC OR PRIVATE, AND TO PROTECT THEM FROM DAl.1AGE. THE CONTRACTOR SHAU. BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF ANY UNDERGROUND FACILJllES DAMAGED BY HIS OPERATIONS. 4. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHAU. BE THE CONTRACTOR'S RESPONSIBILllY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. 5. ALL CONDUIT INSTALLED BETWEEN ADJOINING PUIJ.BOXES SHAU. BE 2 1/2" UNLESS SHOWN OTHERWISE, AND SHAU. HAVE 30" MIN. COVER. 1 VEHICULAR & PEDESTRIAN MOVEMENTS PER FUNCTION 6. NEW PUIJ.BOXES SHOWN SHAU. BE (}5, UNLESS SHOWN OTHERWISE. 7, UNGROUNDED SIGNAL CONDUCTORS SHAU. NOT BE SPLICED. I:,! -ldJ/·.· / ~, ~ i ~ ~ : ': J ~. r-+i c;-~ , : -I ~ ,1100 LJJ ' ~ , ,, ~ I , " □ 8. ALL SALVAGED MATERIALS &: EQUIPMENT SHAU. BECOME THE PROPERTY OF THE CONTRACTOR EXCEPT AS NOTED. ~~~~~ ~ 11 I I ~ I 1385 1110 ' 11 11 , I I J[ 0 SIGNAL PHASE DIAGRAM • 200 9. EXCEPT AS NOTED, LOOP DETECTORS SHAU. BE 6'x6' WITH 1 o· SPACING CENTERED IN TRAVEL LANE. 10. ALL NEW AND EXISTING RED INDICATIONS SHAU. BE LIGHT EMITTING DIODES (LE.D.'S) EXCEPT PROGRAM VISIBILllY (P.V.) HEADS. 11. ALL NEW SIGNAL HEADS AND BACK PLATES SHAU. BE METAL, ALL LENSES SHAU. BE I 3 n 5 f J ;-;.,_ ;· 't-' -t-f-+11 ' ~lffl,~ 5 ~ •; \.,'I ~ -+rj ,__ .J -""'-f-I,\ [ 4 \ ,\' ,'' ' ~ '\"~>II <J:f , I\:> fh.1 : 0 ® .,.,/ 2"C, J DLC 1 ALL EQUIPMENT IS EXISTING UNLESS NOTED OTHERWISE. (N) -NEW (RL) • RELOCATE 0 S£E OUAIL "A" GLASS. NEW LEFT-TURN SIGNAL HEADS SHAU. HAVE RED, YELLOW AND GREEN ARROWS. ALL VEHICLE INDICATIONS SHAU. BE 12". PEDESTRIAN INDICATIONS SHAU. BE INTERNATIONAL SYl.1BOL TYPE "A". , \) , -, ~ n ~ 1 ) ~ ~~ ;,;\ 2"c, 3 DLC \ -, . .... ,I,,'' ,' ,\-, ~-=----i -;;;: ~ -1,17 'il:! r ½<,_R96[z) -~ __;:..------ .-&r / , 1 " ~--...;:: 1 -.;t-r,. (~,;_\/v_..,.,__..-7"-/ / ~ -----~~ • r • • FOR GENERAL PLACEMENT ONLY. FINAL DETERMINATION BASED ON ENGINEERS AUTHORIZATION AFTER CONTRACTORS IDENTIFICATION OF UTILITIES. POLE LOCATION DETAIL "A" NO SCAL£ 12" R 12" Y -= " w ~ (.I) Cl O !H - JAMBOREE ROAD 2"C, .J DLC \ \ . ------4--E}n TEL ,6; CATV ------ I • I • \""". i, ,,: , / E -__ , ~ ~ ,:,4 ' , ~o.X '.;r -~ 'G' -___ __::...-£--.::.----l ~ • • ;;.c.c.c~ , /~ 1~# , , q[TAIL :~•~)_,,.)7 \ _ ~ -,,,; ~, ~ _ -u:r __ --------• - u-----__ ::-;;::--,D J ' i, , " :....~ -~ ): 'Ti ---=· =--------------::'., fu:f,;:~ ~~-~_:~~ ~~ ::; 1 -· ;l;:1J;,'~ ~--16110':_~>3/;'\ ~\ ~-~-------------- -,.\-. --TI=@'=; =1--:: ~~:,>(l~t," ;; ~ UFF ;~,:; III ,r-{ -Q· Y[J_-~-__: v---· ,-.,~ .v,0 __.,,.---x:.,\ , \ 7 R96 - ---~·~ ' ' I\ --;c.i=----------"'"' ,' 1--=-i ----,'~ti----~-----c::__.--·· / I O 10 J-¢6 ,,,,,..... 2-¢6 2·c. .J DLC • ~ ' / i\1, ~ ~ ui .. __. \ ' I \ ID ~ '!>o ec~ m -1-r~•:·+ _ -=f -D 1 )---' <> "'• - -'" I \16 ~ I\ ,', ~ "'!. iiI , ;, .:,. -,.,... _J -::= _-:;;;;;:_-_ -_-_ = --=--=---==---=-=--___;-c.=:-.....c,.====-c... :c:cc-------_-_-_-------------------_-_--------------------------------------------~-~--------------- ---------.'~~-'!'I'--' -I ' '\ ',~ ~ I 1' \\\"'/;.,:\=-~ I I ~ ¢1 I : '\. 94+00 i;.:k L ., Jffl. ~s----,,~ ; : ·1 53 g \ II II I C 188.77' ! LJ 0 0 0 12" G s 12" GA 2 Z □ C LJ c:2ll !: , ~ i i 1-4~ • ----dr------------------------------------'-------n-rm±1 ~ A ~g\ \ ~~ -2, I ~t\ R73-6f-~1 C N l_l__J /6'\ +m, J(M0 0 D) 1-¢2 ... ,-,----:::. 1 I --------.l-□ rr ~ ~ : : 1 ,'\.. ¢2 \ :: -lo 1 '5, - _,,...,,- DETAIL "8" j 2-¢2 C ----------~ r-ffi~~ 1,, ' I ~~ /4\ \ ltl2' -• / ~ 6 E. ~-- --ri ------------,----------'Ni"F=tt----!t~l/---r/:___ '-!l-----1r-i\r_•~--l'(/)Q°"--~,.., (11· MouNTING , -NO SCAL£ CONDUCTOR SCHEDULE I CONDUIT RUN j AWG CIRCUIT l • j I I 01 3 3 3 3 3 3 02 3 3 3 3 3 3 3 I 3'N) 3(N) J(N 3(N) - 3 3 3 3 -3 3 J 05 3 3 3 3 3 6 6 6 3 3 3 3 3 3 3 02P 2 2 2 2 2 031' (FUTIJRE) 2 2 2 2 -2 4 4 4 041' -2(N' 2(N) 2(N) --2(N' 2(N' 2(N} 06P (FUTIJRE) -2 2 2 2 2 2 4 4 02PPB 1 1 1 03PPB (FUTIJRE' -1 1 1 1 1 -l(N) 1(N) --l(N) 1(N) l(N) 06PPB (FUTIJRE) 1 1 Dl2BPB 1 1 1 DIJ8PB (FUTIJRE 1 1 1 1 04BPB -- - ----- 1 1 1 06BPB (FUTIJRE) --1 1 -- - - 1 1 1 BPBl!PPB~Cll 1 1 1 1 1 1 1 1 2 2 2 SPARES 3 3 3 3 3 3 J 3 6 6 6 ,_1 --l-T __ OT_A.:_L ..:..01_4 -+'~ ~ ~Wjjv-!ilill.2.:13:_j_1~9_i..:.22:..j_;2~8..,tffi ff& OOfu I.S.N.S. -2 2 2 2 2 2 2 2 2 2 TOTAL ~12 -2 2 2 2 2 2 2 2 2 2 SIG. COMLION 1 1 1 1 1 1 LUMINAJRE 2 2 2 2 2 2 2 2 2 2 TOTAL 1 3 3 3 3 3 J 3 3 3 3 01 1 1 1 1 02 J 3 5 5 5 5 5 OLC 3 3 3 3 3 J 3 m ·e· 04 ----- - - -6 6 6 ~'--------+-+--+-+-1--+-+--+--t---lf--t---l , ~0:.:!>'--------+---+---+---l---t-----+..;;2-+___;;2-+-'2~-2~f-2-t-_2--j 06 --3 5 --- - 5 5 5 TOTAL DLC 3 3 6 9 3 5 7 7 22 22 22 13Pll ma L~IIRCOl!.'l!:CT CABl.f - 6!'ll .T11 INTIRCCfll!ECT CABI..E - EVP CABLE 1 CONDUIT SIZE 2· 2i,· 2)," J" 2· ALL CONDUIT AND CONDUCTORS ARE EXISTING, UNLESS NOTED OTHERIIISE 1 1 1 1 1 1 1 1 1 1 1 2· (N) .. NEW ?B,nC,nR'' TO J,LJ \ LJ d._ / \ ta I 7 IR9 ~E61GHT) --=-' -0 -0_~ '~\ I / ¢1 '1 N \ "' '<.~-O ----~---=--------------------t-----------------------------l-----~c::,;----1¢i22,::=~-'.::l;l;'7',~ _m4 i:i.J ~ "" ":., J,;:;v I _ ---............-- o Q " .,--,.;:;.a , DETAIL •s• "' 1 ' _ -c::=-"-•• ---- ---- - -- - -_C_O_N_S~-RU-~T-IO_N_ -_N-0~;-: -----:>-----====:.:...:1 =1=-/2~C~PR #22 ~CJ® 0 ¢2P :t;;-;¢~3~+0~L:;:A11·-=-~1t►::___::_ __ f'"'i_' ---,~-\-c.l\--,,-.,-~~)j~~® :6·:::_ 'E::S..~-1-;:-0 ---'1~~1:-1 -l 1 1/2"C, 18PR #22 IC TO SAN JOAQUIN HILLS RD -~ , • ,, [II 1 1/2"C, 18PR #22 IC~ TO SAN JOAQUIN HILLS RD \ ~ ' ' / \ \ \v' D _ ,:1,-1 g R96 7 - f°1i 7 I 4 -l=::I TO FORD/LORAL ACCESS ~ REUSE EXISTING MULTISONICS MODEL 820 CONTROLLER IN lYPE \ ----t,\-/4'-'// ~{-~I C \(,, ~ APPROX. 2750' INDUCTIVE LOOP c DETECTOR SCHEDULE SENSOR CHANNEL DETECTORS 1 (1) 1-¢2 1 2 (2) 2-¢2 2 #2 1 (3) 3-¢2 3 2 1 2 4 1 5 2 1-¢1 6 1 (4) 1-¢6 7 2 (5) 2-¢6 8 1 (6) 3-¢6 9 2 4-¢6 1 5-¢6 2 1-¢3 10 1 2-¢3 11 2 3-~3 12 #9 1 (7) 1-¢4 13 2 (8) 2-¢4 14 #10 1 2 4-¢4 1 #11 2 6-¢4 c SENSOR UNITS ARE RACK MOUNTED WITH MULTIPLE OUTPUTS. [Ij VCS INPUT NUMBER (#) SYSTEM SAMPLER NUMBER •p• CABINET WITH DETECTION />S SHOWN, INCLUDING VEHICLE Rl 3 0 ' ' 0 COUNTING SYSTEM, AND MISCEL.u\NEOUS AUXILIARY EQUIPMENT />S P I I REQUIRED TO PROVIDE THE INTENDED OPERATION. I I 11] REUSE MODIFIED lYPE II SERVICE WITH 50 AMP BREAKER FOR \ '1, I :\ 1, / =.J SIGNAL, 30 AMP BREAKER FOR LUMINAIRE (UNMETEREO), 15 AMP , 1 v -¢4 tl4 1 BREAKER FOR ISNS AND 15 AMP BREAKER SPARE. I d = I PHASE 3 LOOPS TO REMAIN OPERATIONAL DURING STAGE 1. io 1{g;g:,,~J'if...L#lic1~ss/1\ 20•1 ',13' 4' 10' 10' 12' VAR, r:i7I APPROX. 2400' n fV i.!Ji COVER EXISTING PEDESTRIAN HEAD. , ' □ ': L..' @] REMOVE EXISTING PEDESTRIAN PUSH BUTTON />SSEMBLY. 1 I I 3-¢4 4-¢4 5-¢4 1 Jl 1 /2"C, 2-DLC @] INSTALL NEW AfJA APPROVED PEDESTRIAN PUSH BUTTON />SSEMBLY. REFER TO EQUIPMENT SCHEDULE FOR PHASE, QUAfJRANT AND ' ARROW -INFORMATION. CBI COVER EXISTING SIGN. \. ' I 1 1 /2"C, 2-DLC @] PROTECT EXISTING PULLBOX IN PLACE. ~ I 3 C I]) REMOVE EXISTING VEHICLE HEAD. RELOCATE PEDESTRIAN HEAD TO POLE LOCATION ®· RELOCATE EXISTING SIGNAL POLE AND REMAINING EQUIPMENT TO NEW TEMPORARY POLE LOCATION ®· !10~ REMOVE EXISTING BICYCLE PUSH BUTTON />SSEMBLY. \ \ \ \ 2-:4 \ \ ~ ~ 1-\l;\.---___________ __ ATTENTION ill] WELD ON TENON AND INSTALL ~2-12" VEHICLE INDICATION. WIRE TO PHASE 112 CIRCUIT. D UMDff!GROUHD SERVICE Al£RT Of SOUTHERlt CALIFORNIA FORD ROAD Utilities shown on the plan are based on available records. It shall be the contractor's sole responsibility to verify all existing utilities by contacting utility agencies, and to exercise extreme care to avoid damaging existing utilities during excavation. APPROVED LINSCOTT, LAW & GREENSPAN, ENGINEERS \ 1580 CORPORATE DRIVE, SUITE 122 1---+--+-----------+---.1"J~a,y;l.,Nfl:dv,&A)IA~ COSTA MESA, CA 92626 ~ENGINEER '2.1.0AS t-;;;;:;;-:;;;;'"'77:7;;;:;;"-:;:;-;;:-;:;~;;;;:;-;;;:;-'~-,u,~~'77:j'.j:;--7--_-J. _ _j. ____________ _j.... _ _j R.C.E. NO,..,_..., __ ,c_~-- I PREPARED UNDER THE SUPER~ OF: DATE: /I.I/~,~ DATE A~.-~ 2D, 19'3'3 YU CHU 4r-:-::;;4 DATE BY DESCRIPTION APP'O DESIGNED K. HANKINSON DRAWN J. DONALDSON RCE NO. 048921 EXP. DATE 09/30/00 2 986076.1 I DWG. C6076S1 I 4/16/99 RE'llSIONS CHECKED K. HANKINSON DA1I 4/99 C-32028 TEMPORARY TRAFFIC SIGNAL STAGE 1 JAMBOREE ROAD AT EASTBLUFF DR/FORD RD· CITY OF NEWPORT BEACH PUBUC WORKS DEPARlMENT- R-5739-S SHEET 13 OF 18 SE£ 1-5 7CJS--S FOR. ORl6tf.lA-l5 I I ' I ,. i I I I I I 1, ' ~ I 0 5 ~ " O 0 ~ '!I m D Z D ; ~ I I • z z C s: ID m JJ 0 I z (j) z C s: ID ~ ~j C " iJ~ . 'Ir~ r ~-' 0 JJ ~ z GJ z C 5'. ID m JJ 0 JJ ~ z GJ . I GENERAL NOTES SIGNAL PHASE DIAGRAM 0 POLE SCHEDULE TIP£ I;!~ 11111 ST .. ,nARO 1 ~S!~lm~AL~U~OU~l'H~ING~ANO~•~P~LA~CE!~•~EtJ'.'..:T'..--1----,--'P~P~B~--+--c-~e?~B~__j I "., S. POI.£ "'"' W!!!NAIRE f-.~. UASTAAif HJ>S VEHJCLE PED. fj ARROW ¢ ARRO\'J LEG£ND LOCATl<mo • • • Bl! ~ll F' ~( ..._~~!!Ju~.•4--_~~:l!:1!,!l' u:\4---1~~{~00\J=Bl=E;_;F:.,:A;:::CE:::!,.) ---1-=A.:....j.__:B~~--------1 R£liARl(S 1. ALL WORK AND W.TERIAL SHALL CONFORM TO lHE STANDARD PLANS AND SPECIFICATIONS (DATED JULY 1995) OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, lHE SPECIAL PROVISIONS OF' lHIS PROJECT AND THE CITY OF NEWPORT BEACH CRITERIA, STANDARD SPECIFICATIONS CONDITIONS. VEHICULAR & PEDESTRIAN MOVEMENTS PER FUNCTION I NOT 1 r NOT __) .,___ USED t USED 0 19-2-70 25' 12· 250 W MAS SV-1-T SP-1-T ¢2 NW Jamboree Rd 2.5' 8' COVER PED SIGNAL 2. EXACT EQUIPMENT AND DETECTOR LOOP LOCATION SHALL BE APPROVED BY THE TRAFFIC ENGINEER OR HIS REPRESENTATIVE PRIOR TO INSTALLATION BY THE CONTRACTOR. 3. THE CONTRACTOR SHALL EXERCISE EXTIREME CARE TO AVOID DAMAGING EXISTING UTILITIES. EA S TB L U F F1--,N=E""M-,-A -=P,..,..HA=s=E -=o=Es=1G=N..,...,A T""'1o=N-+--,-1 -1-----,5,--t---;;-2-t-.---.5,-+-.,.3-i•---.7.--t-74-1•i---.as- DR/VE COORDINATED FUNCTION • ® © © © 0 11-H 8' 26-4-70 45' 12' (N) (N) (N) 1-A (N) 14 11-H 25' 12· 26-4-70 45' 15' 1-A 150 W 250 W (N) 250 W 150 W 250 W MAS MAS,MAS MAS TV-2-T SV-1-T (N) TV-2-T /N) SV-1-T SV-1-T SV-1-T SV-1-T TV-1-T ALL EQUIPMEN IS EXISTING UNLESS NOTED OTHERl'<lSE. TC·-......._ t A 0 /~B-I 01 BCR H--~t--~ SP-1-T SP-1-T (RL) SP-1-T SP-1-T (N) -NEW . ¢4 SW ¢4 SW ¢2 NW ¢2 NW --------¢4 NW (RL) -RELOCATE 2.5' 8.5' ..,_ Eaotbluff (FNBl) (N) SEE PIAN ULTIMATE SIGNAL Eaotbluff -{FSBTi POLE AND LOCATION Jamboree Rd Ford- ULTIMATE SIGNAL SEE PIAN POLE AND LOCATION 2.5' 10.5' 2.5' 1 o' COVER PED SIGNAL 2.5' ' 10' 2.5' 1 o· 0 S£E DOA!L "A" IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES, PUBLIC OR PRIVATE, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF ANY UNDERGROUND FACILITIES DAMAGED BY HIS OPERATIONS. 4. CONDUCTOR SCHEDULE IS FURNISHED >S AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. 5. ALL CONDUIT INSTALLED BETWEEN ADJOINING PULLBOXES SHALL BE 2 1/2" UNLESS SHOWN OTHERWISE, AND SHALL HAVE 30" MIN. COVER. 6. NEW PULLBOXES SHOWN SHALL BE {)5, UNLESS SHOWN OTHERWISE. 7. UNGROUNDED SIGNAL CONDUCTORS SHALL NOT BE SPLICED. 8. ALL SALVAGED W.TERIALS & EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR EXCEPT >S NOTED. 9. EXCEPT >S NOTED, LOOP DETECTORS SHALL BE 6'x6' WITH 1 o· SPACING ·CENTERED IN TRAVEL IANE. 10. ALL NEW AND EXISTING RED INDICATIONS SHALL BE LIGHT EMlmNG DIODES (LE.D.'S) EXCEPT PROGRAM VISIBILITY (P.V.) HEADS. 11. ALL NEW SIGNAL HEADS AND BACK PLATES SHALL BE METAL. ALL LENSES SHALL BE GL>SS. NEW LEFT-TURN SIGNAL HEADS SHALL HAVE RED, YELLOW AND GREEN ARROWS. ALL VEHICLE INDICATIONS SHALL BE 12". PEDESTRIAN INDICATIONS SHALL BE INTERNATIONAL SYMBOL TYPE "A". 1 JAMBOREE ROAD • DETERMINED BY I "4ASTER COMPUTER I I , DURING COORDINATED I 1+5 I '2.,.-J 7-,J OPERATION ---t ...:...,; - t I I I I N I 1 [1 J2+ti! s[}-1 --[QJ1---ITJ 200' 2"C, 3 DLC 4 3-116 • FOR GENERAL PLACEMENT ONLY. FINAL DETERMINATION BASED ON ENGINEERS AUlHORIZA TION AFTER CONTRACTORS IDENTIFICATION OF UTILITIES. 1-116 POLE LOCATION DETAIL "A" NO SCALE 0 0 0 12" R 12" Y 12" G s 12" GA DETAIL "B" NO SCALE "' .j> CM -+ + 00 00 N CM a, "' ---.J - I \ ,~~:6~. '=,-______ _ I ~t\ R73-6 f--- j1~(:M~~D~)~~-------7= 2 ' : : I I 1'12 I • 0 1 \ ' I 'I.., I ,/4\_ 1'12 '~ , E. VAULT , I ~~~.~-~- ----------.--------~NH•"=t+--Hrr=it---------1'--i-~'---l'!u,2 --1,.., (17' MOUNTING , 1 , • Tr) J, '---..__, 1 t I C ,R9 HEIGHT) =-0 -{:,,l ..,-,"2 L_.BCR '-..'\b I 1'11 ' ,._; \JI:-----.._ 1'16 -:\ O ___ _, 11---------------------------, '----:::--------------------""t-----------------------------l---------;;~---'i2z::;~j;~ \ ,-., ""' 1'12\.., '\ , \ U.:.1----1? _ --_ ---+-, CONDUCTOR SCHEDULE -o~===--=-=-:..==-=--_ ===-=-===--=-=--===--_' _____ --o-_____ --'> _ _ _ _ _ __ c " --VJ;:----7 ,_~iLTfAI_L_"B_• ___ f,~:i___ __ +-J_ ___ J\, "~ ,, :J. _ -·::_,':-:..-..--:-t-:---- AWG CIRCUIT &&&O&l&R&&&&&& L----------------------------® >--:,~ \ ~<> rrtr,§~~ 1'13 ~~ -~ ~ CONSTRUCTION NOTES 1 1/2"C, 18PR #22 IC 8 • --\ \ \'., ~~, © 1'16 EVP - - - -l(N) 3 3 3 3 3 3 1 1 /2"C, 1 BPR #22 IC TO SAN JOAQUIN HILLS RD " \'.-+.J 1 1, TO SAN JOAQUIN HILLS RD \ "-. __ >--> '\1 _ +' _ ,( _ ,, I I , ,, -f -t R96 IIJ 1 1 /2"C, 18PR #22 IC ~ 1112 03 l(N 3(N J(N) 3(N) 3 3 3 3 3 3 rf1l REUSE EXISTING MULTISONICS MODEL 820 CONTROLLER IN lYPE 7 1 _ -1=:i ~ L.J 1 9 TO FORD/LORAL ACCESS , ,..,,. ., >/. 1..:,J1 • • R13 , ~r _ f APPROX. 2750' 3 .., ....,N =N P CABINET WITH DETECTION AS SHOWN, INCLUDING VEHICLE , ,, • , ® -3 3 3 , COUNTING-SYSTEM, AND MISCELLANEOUS AUXILIARY EQUIPMENT AS @ , 1 \, ~8 v ~JiIDllw I N _ , P 1\ H -3 3 3 INDUCTIVE LOOP □ REQUIRED TO PROVIDE THE INTENDED OPERATION. L . 3 3 3 3 DETECTOR SCHEDULE (Il REUSE MODIFIED TYPE II SERVICE WITH 50 AMP BREAKER FOR \,I I, I :\ V _ 2 2 2 2 SIGNAL, 30 AMP BREAKER FOR LUMINAIRE {UNMETERED), 15 AMP ,_.,4 '14 1 2 4 4 4 SENSOR OiANNa DETECTORS BREAKER FOR ISNS AND 15 AMP BREAKER SPARE. \ L d \ 2 2 2 1 (1) 1_1112 1 m PROTECT SIGNAL POLE IN PLACE FROM CONSTRUCTION ACTIVllY. 1 112.c. 6PR #19 IC_.,.,,,,.,, , 1 -. 12. v VAR. it--, 1 #1 TO FORD/LORAL ACCESS \ \ ',•3' 4' 10· 10 2 ; ; : 2 (2) 2-1112 2 IIl COVER EXISTING PEDESTRIAN HEAD. APPROX. 2400' 20' '1 :\' d V :::: (FUlURE' = = = = ; ; ; ; 1 1 1 #2 21 (3 ) 3 -1112 3 fsll REMOVE AND SALVAGE SIGNAL POLE COMPLETE. 1 L -RI 4-1112 i.;;;,JJ 3-1'14 4-1'14 5-~4 ;;dJ 111'4PPB --1 1 ----1 1 1 1 5-1112 f"iil RELOCATE EXISTING EVP TO NEW SIGNAL POLE (c), "6PPB (FUlURE) 1 1 1 1 ----1 1 1 #3 2 1 _1115 4 i.;;;JJ REMOVE AND SALVAGE ALL REMAINING EQUIPMENT. \ 02BPB ------1 1 : : : #4 2 1 2-1115 5 II) COVER EXISTING SIGN. \ 1 \ .l. 03BPB (FUlURE' 1 1 1 1 ----1 _1111 6 1 lll4BPB - - - -----1 1 1 I 06BPB (FUlUR£) --1 1 ----1 1 1 #5 1 ( 4) l -06 7 \\ B!'8 l1. PPB ~O:J 1 1 1 1 1 1 1 1 2 2 2 2 (5) 2-1116 8 \ 1114 3 3 3 3 1115 3 3 "6 3 3 3 02P 2 IIIJP (FUlUREl 2 2 2 2 04P 2 2 2 (FUlURE) -2 2 2 2 2 g - io' 1 /2"C, 2-DLC 1 1 /2"C, 2-DLC SPARES 3 3 3 3 3 3 3 3 6 6 6 #6 1 (6) 3-1116 9 \\ TOTAL Q14 :2!!! ~ ~~7h!>t/"<7,NT'"'."'16:-t-:-:19--t-2:-:5:-tn~:c::N>1P'IG'nv,N'"l'=n:c::>1 2 4-1116 \ I.S.N.S. -2 2 2 2 2 2 2 2 2 2 #7 1 5-06 J'h : , \ TOTAL i/12 -2 2 2 2 2 2 2 2 2 2 2 1-1113 10 ~ llf (\ C) \ \ \ a C .\ \ 2-:4 \ '~ 1-1'14 -------------------------- SIG. COl.O.ION 1 1 1 1 1 1 1 1 1 1 1 1 2-1113 11 : V ~~:RE ; ~ ~ ! ! ! ! ! ! ! ! #B ; (:;~R;4 ~~ :,_ // FORD ROAD 1111 -- - 1 ----1 1 1 #9 2 (8) 2-1114 14 1112 ----3 3 5 5 5 5 5 1 3-1114 ATTENTION Utilities shown on the plan ore based on available records. It shall be the contractor's sole responsibility to verify all existing utilities by contacting utility agencies, and to exercise extreme care to ovoid damaging existing utilities during excavation, #10 DLC f-111_3 ____ -+-2-+-2--+_2-;_2 -+----t----+---+----t-2-;-2-t-_2_, 2 4-1114 NOTE: I m>E •a•~I04::...:.... ____ +---+---t-----l---+----+---+---t---t-6---li-'-6 -t--'-6-, 1 5-1114 1115 - - ---2 2 2 2 2 2 #11 2 6-04 ALL EQUIPMENT FROM STAGE 1 TO REMAIN IN STAGE 2, UNLESS NOTED OTHERWISE. C-3202B 06 3 5 5 5 5 TOTAL DLC 2 2 5 8 3 5 7 7 21 21 21 l:aPR .no INltRCOIMCT CABLE -1 1 1 6PR A22 U.TrnCOO:l!:CT CAil!.£ -1 1 1 1 1 EVP CABLE 1 1 1 1 1 CONDUIT SIZE 2· 2· 2· 2-2 2-3li 2-3Ji 2-3Ji □ SENSOR UNITS ARE RACK MOUNTED WITH MULTIPLE OUTPUTS. @J VCS INPUT NUMBER (#) SYSTEM SAMPLER NUMBER D nAL~'' 1 .T.~_L.. DIAL TOLL FREE ~ 1-800-422-4133 AT LEAST l\'10 DAYS BEFORE YOU DIG APPROVED ~..,_o,ESsio,v_., LINSCOTT, LAW & GREENSPAN, ENGINEERS {If, -' ~ 1580 CORPORATE DRIVE, SUITE 122 ~ li\,td,.,..~ fjf YU CHU ~ COSTA MESA, CA 92626 TENC®'ER O 2-u>.o\5 ;;;; ,.. t,;;;;::;;-;;:;:;:--;;::;;;:;;-;:;-;;:■;:;7,;-;:;::-:;::::;::::-:::;::---;;-;~:-7/MU9o--1--+--.+-------------+----I R.C.E. N ~~~ ~ No. 048921 9 PREPARED UNDER THE su;~~OF: DATE: nj/~roo OATE Aeril 2n,19~9 ~n.' Exp.09/30/00 -(r # DATE BY DESCRIPTION APP'D DESIGNED DRAWN TEMPORARY TRAFFIC SIGNAL STAGE 2 JAMBOREE ROAD AT EASTBLUFF DR/FORD RD -1~ CML ~~ vu CHU K. HANKINSON J. DONALDSON CITY OF NEWPORT BEACH ALL CONDUIT AND CONDUCTORS ARE EXJSllNG, (N) a NEW (' ::-0,~-c-.-,,.,~O RCE NO. D48921 EXP. DATE 09/30/00 REVISIONS CHECKED DATE OTED OTHERulSE UNDDIGROUHD S£IMCE ALERT OF SOUlHERH CALIFORNIA r ~v K. HANKINSON 4/99 PUBLIC W"°KS D•PARn'E"T UNLESS N ·==·:'..,,.,...=· ="'-""" ======================================k~~;,:,,;~,;;;,,;;:;~,,;;:,;;;;;;;;;;,,;=;;:,:4===:::::~~;;;~==db~2~9~55~0~7~5J·1==1,1~D~w~G==. ~c~60~7~5~s1~='=1~4~/~16~/~9~9~=='===================.L~;,;,;,;;;;;;;;;;;J=,.,;;~=:b==~~;,,:"'~·--~· ~~~:·":·•~"~"·===:!~s~H:E;E~T~1;1-~o~F~18;J] R-573'1-S i' . . t I I ___ J z C ~ DJ m JJ 0 JJ ~ z G) z C $ DJ m JJ A) f ( f\l "\ -~ v~q al§· 0 JJ ~ z G) z C ~ DJ m JJ 0 JJ ~ z G) j 0 POLE SCHEDULE GENERAL NOTES SIG AL PHASE DIAGRAM UJ~NA!RE:1--s_GN_AL_l.!_'OU_Nn_N_G_AN_'D-,-P_LA_•_ca_•_EN_T-t--,-P,?_a_-+-,-,E?_B_----1 1.s.N.s. POL.£ 1. ALL woRK AND MATERIAL SHALL CONFORM To THE STANDARD PLANS AND SPECIFICATIONS (DATED VEHICULAR & PEDESTRIAN t! 1 NOT I NOT uoc, vat'a..E ¢ ¢ LEGEND LOCATI0:.1° REl.lARl(S JULY 1995} OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, THE SPECIAL PROVISIONS OF THIS MOVEMENTS PER FUNCTION ~ <>-----,,. "'"' ' Pa). AR.'lO\'J ARROVJ ( ) A B PROJECT AND THE CllY OF NEWPORT BEACH CRITERIA, STANDARD SPECIFICATIONS CONDmONS. ___) ..,_ _ __,.. USED USED l.1ASTARM POLE SlGNAL QUl:!; ~:i-----1--~D.;;.OU;;.;E;;.;l;;;;E...;F.;;.A;.;.CE;:::..._-1---1----1--------1 2. EXACT EQUIPMENT AND DETECTOR LOOP LOCATION SHALL BE APPROVED BY THE TRAFFIC El A s T'BL UFFl-----------+----+----+----+-~--1-----1---1---+---- STAll:DARO UASTARM ~ ~;: I I 1'-1 ; 19_2_70 25• 12• 250 w MAS SV-2-T ¢N2tN <1--_ Jamboree Rd (N} 2_5, 8, 1!13 &: !l4 EVP TO BE ENGINEER OR HIS REPRESENTATIVE PRIOR TO INSTALLATION BY THE CONTRACTOR. .fi. NEMA PHASE DESIGNATION 1 5 2 6 3 7 4 8 \1+----+-+--+----+--'-(N..:..)_+-_(.,_N_,_}_-+_s,c-,P=--...,1_--=T-l~W'-'--+-'"-N:L}+.---+--l----------l---l---+"IN..:.:S:.:T:..:Al=l=ED::.._ __ --I 3. THE CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. l-',:c'=o'=o-=R'=D""IN""Ac:T:::E'::-D~F=u""N..,,C"'T=-10"'N,.,....~-~-~.----1-~-.. ~---1-~-~.-~-1--~-.~----- SP-1-T ¢3 -e,. ¢2t <)--IT SHALL BE THE RESPONSIBILllY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND DRIVE r~~~~~~~~~-~--~==::r:E]o====;--~-----....... ------ ' 11-H -B' 150 W -TV-2-T (N) NE(N (N) NVl'N (N) -2.5' 8.5' LOCATION OF All UNDERGROUND UTILmES, PUBLIC OR PRIVATE, AND TO PROTECT THEM '~;,~~~INg:gt.t~JTER : ~ : Z+S : I •-1-=2::-6_-4--:-::7::c0t-:-4=a5,:-t-:1:o:2,, t-::=::--:-:-:----tc-:-::--:-:-:-:::-:-:-:-::t--:::-:-:---::---t---;:;;;-:;-.,-t-:-=---t---'--'---1r--t-~~t--=-.,.,..,---=--;=:-:=-::c----t---'-----t----------1 FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR I I I ·, DURING co□RDINATED 1 1+s 1 [1;2+~6Q--I ---{QJ>----<ITJ ' 250 W UAS,1,.tNAS.)l.tA: sv,-N1)-T sP,-N1)-T ¢NE3(N <)--(N) _ _. -Eaatbluff ~F'FNSB~!? (N} SEE PLAN MOUNT PPB AT 3•4• OR REPLACEMENT OF ANY UNDERGROUND FACILmES DAMAGED BY HIS OPERATIONS. ~·, '2_:;:•.~. 1.=~~ OPERATION . 1+6 _ / (N) (N) (N) (N) Eastbluff -11 , , , 4. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL , --. . • ( • 15 12' 250 w SV-1-T BE THE CONTRACTOR'S RESPONSIBILllY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED I , i I '1,.i i I I I -(N) -- - - - - -2,5• 57' FOR THE INTENDED OPERATION. / -•··t··' =-• ;; (N) (N) (N) 5. ALL CONDUIT' INSTALLED BETWEEN ADJOINING PULLBOXES SHALL BE 2 1/2" UNLESS '.a: ' -( i' / ! ' ' I ·.~ 1,~A) _ _ _ _ TV-(i)-T SP,~l)-T :~N -e,.(N) t~<N ~(N) _ SEE PLAN MOUNT PPB AT 3'4" SHOWN OTHERWISE, AND SHALL HA~, 30" MIN. COVER. i4lL [_ 1 __ • I ',: •,···,·,, ·••!-, , .. L. ~ , I 6. NEW PULLBOXES SHOWN SHALL BE ,,5, UNLESS SHOWN OTHERWISE. l..;,,il \ , , , : • : : , : , 14 25' 12· 250 w ►cti SV-1-T -:~N (N) - - Jamboree Rd 2.5' 10.5' ~: ~~~f:D s:;.~~N~u~ig~~Mi~:IT :~c~:~c~E PROPERlY OF THE ,i ',: ! I : i)··1··1 .. :]_! ·ri ..,i "-~ ,) □ ¢ CONTRACTOR EXCEPT AS NOTED. :, :: I , i ,,.,..-l!H-1 II' 0 \ ~ 11-H -B' 150 W -SV-1-T SP-1-T - - 6(N ~ -2.5' 10' 9. EXCEPT AS NOTED. LOOP DETECTORS SHALL BE 6'x6' WITH 10· SPACING ;: { " ,, : ,···1 ' 1,~ • 2.00 2"C, 3 DLC ,+----t---+--t-----t-----+------+------t---t-----;,--NE_-t-(~N~}----=--,----=,-,,,.,=-----+----;----;f----------1 CENTERED IN TRAVEL LANE. J ::1, y ,. i: :, : i : • EU'C---+ti ~ l 26 _4_70 45• 15, 250 w MAS.MAS SV-1-T SP-l-T _ _ _ _ Ford -~;NFSB~!? (N) 2_5• 10, 10. All NEW AND EXISTING RED INDICATIONS SHALL BE LIGHT EMITTING DIODES (LE.D.'S) :/ fj , ,\ ) f··~··· : .... : ' ' IT --+----t---+--+-----t--M_AS_(~N'-) -+-_S_V-_1_-_T_+------+--+----t-,,---t---+-----Fo_r_d_\1-'-'-'-"..L-'--+----;----;f----------1 EXCEPT PROGRAM VISIBILllY (P.V.) HEADS. 3 ,.: .:; : .1 ''13 i I I i , -o _----, 8 , TV-2-T ¢2tN -e,. ¢4,N <1--2.5' 10' 11. All NEW SIGNAL HEADS AND BACK PLATES SHALL BE METAL. All LENSES SHALL BE i iE; ~.J ·-.-"~,. 3 -A I '_l l-A ----(N) -NV/' (N) NW' (N) -GLASS. NE\'/ LEFT-TURN SIGNAL HEADS.SHALL HAVE RED, YELLOW AND GREEN ARROWS. .. /! /-/ i,:, ' , ·1 :··· ·1 :·· 1 i ~>-" 1 F 2 , R96 •~ __..,,.-::~ n_ ,..._ __ _._ _ _.__...__ __ ....... ___ ....___....__....._ ___ __._....._......._......,..._.....___,_ ....... ...._ _______ __. ______________ ___. .. . .. t -c-'it--¼~ ·•l""P~~-..J 2 C, 3 DLC \. _..,...,......-..,,,...,-:.-. _ l. EQUll'UENT IS ElOSTING U~LESS noTED OTHER\'.1SE. (N) C, f'm'/ (RL) C, RaOCAlE O ~ DZTA!L "A" ,' ·"" ~ .,,, \ -- ' TC ~ t JAMBOREE ROAD 2"C,3DLC7 \ II ".D ··.·;:, ($;·, ',,. l1::~. C 3/¢4 ~.......il'l<t © -___ _::-£_--:::.=::--_-_, ~ , • o-T ' 11[;,.A!~'!.'!'f_lfff,Jjff · .. '\~f5 '.i ,~1:1<1~1,.___-r-----+-m-f!i,.A/C --ro-----~-----~ 0/,At· / ~a-=~c. 3 D~/~'\ ~~~~~~; -• -~~· ;~·2;~ ;· •••• ~ ~:~· -· •••• : .: ~· '·i" ........ ~·~··'·····~·' ~·~··· ;; ..... ~;::::;;t~~·~~~·· ••••• ··,;~,1i~:·;:::~-~ '·==~~~~·~;'.~ 6R ~y-~4' "'C7 ,,. .:~ ~r--~IT~R-------------~~ j ! • [~;~i:i~i!iii~~'.. ~· ,~~ \: = . '\ ' 1"& •1c•-·-·=·····l=-=r .-·~;r· -•"'/' ~:= -~~:~ • :tT::; .,_ l ~ J ~:rr / RP ~ °F :.. ! . rn----07);' -·~ I I 2-06 1-¢6 g~N~1~~Tits IDENTIFICATION ·; , \ \ ,.-.. r,:;;,i / ~ / , ~ ~ / _ -l. _ _ _ _ _"• .. ,-_ _ _ i ~ Ti ~ ) '-' '' ____ ~-_____ __---Y-"'· _ o' ~o PO~ET~~c~z:oN e1 1: ?~~ ·. ". -""-::-.= =::-~ .::-•---~ ---------\ -\CJ -/ "~~ -c+-.~ ¼-------\ / h p ~ -;_ ~ ~0 ,ac~ ~ l ================ _____ ,..,,.-\ _:------- - - - - -~ "6,1 !I \\ ~~ : /2x i\ .i ~ ---9---=~::.---~ l1olJ-.-.... ~-i / ~ { ::: , "" 0 "°" "" I ~ ~ o_.:-_ - ~ "-......~ ,9;71', \ @ : I LJC --a>. NO SCALE 0 0 0 12" R . ..,. ", ,.. -·-.,. , .• Pv , I : ~ ~ 94+00 \ • cf~ ·-. ' _,,_ 188.77' . I Cl i 0Jfw . ~. i i I I \ ~ ~ ~ --------,.-~---+--P-f--TUJ----1 /;\ •1 \ ~: ~ \ ,tn [jJ , :, I , ----+--+-+--I \ I : ,, ,,, I DETAIL "B" 3 ,,-~ ,-~·_IQ_ Tn ---------,---------"f~Hu+-\--lt1~mt-+--~----'1t-==--t'1---t--\1<::2-z,--~,"' I NO SCALE -~2 L-BCR I •. ~ // 1 -::-; 12" Y 12" G s 12" 1-02 C 2-02C GA LO ,--.-- '& ·.rn· I ' • C'-4 L. : :·.·rr: ,· ' ' ' ' L. , CONDUCTOR SCHEDULE (N) = NEW ~--;0:;-----_-_--_-_--_~~~-~~=----=:-=--=:-=--=---=-~---_-_-_-__ -_-_----0--___ ===----_-_-_-_0-_-_-_-_-=_-=_-_-=_=_=_=-:-=-=----_-_-□0 c==----=-:1:"-2;=:..:;:::... : : : ; . _ . : ~ ' . : : : · + - - ~ , ~ ~ .. r;f:, 1111 ~ 11,3 ETi\L ·s~ 1~ \"" ciRcun .& & &0&1.&. R.&., ..6, &, & .&_,&Lili, ="t_ 1 1;2·c, lBPR 022 Ic CONSTRUCTION NOTES fo 1~cJo~~u~N#~tLL~ ;D /@ ~~f •' ~-~~ -----3(N) 3(N) 3(N) 3(N) 3(N) 3(N) 3(N) TO SAN JOAQUIN HILLS RD '111 I 7118 01111•12'.'. / : 8 0 fA. \ )<_,,' 8-,' \ / LI C 03 04 05 06 02P 03P 05P 02PPB 03PPB 06PPB 02BPB 03BPB 04BPB 06BPB _ _ _ _ 3(N} 3(N) 3(N) 3(N) 3(N) J(N) 3(N) 3(N} ~ REUSE EXISTING MULTISONICS MODEL 820 CONTROULER IN TYPE 11 .. ,, --, -EVP..,4 -~,,,-1,9; 1 ~~ / ;::' •p• CABINET WITH DETECTION AS SHOWN, INCLUDING VEHICLE ,, ,., ,, ,, , , 3(N) 3(N) 3(N) 3(N) ----3 ¼N :i-vN ~IN COUNTING SYSTEM, AND MISCELLANEOUS AUXILIARY EQUIPMENT AS R1.~ r.111;::,, , I la\/ - 3 3 3 3 _ _ _ _ -3 3 3 INDUCTIVE LOOP O REQUIRED TO PROVIDE THE INTENDED OPERATION. 5 '14 1 9 1 3 3 -- - -- 3 3 3 DETECTOR SCHEDULE IIll REUSE MODIFIED TYPE II SERVICE WITH 50 AMP BREAKER FOR 8 \ '1 3 3 3 SIGNAL, 30 AMP BREAKER FOR LUMINAIRE (UNMETERED), 15 AMP SENSOR CHANNEL DETECTORS BREAKER FOR ISNS AND 15 AMP BREAKER SPARE. ! 24 ! 1 (1', 1-"2 1 II!I RELOCATE EXISTING EVP TO NEW SIGNAL POLE ©. REMOVE AND SALVAGE #1 'J ., ALL REMAINING EQUIPMENT. 4 4 4 2 (2) 2-¢2 2 1711 © 1 1 1 1 (3 ) 3 _02 3 i.!J REMOVE AND SALVAGE EXISTING SIGNAL POLE E COMPLETE. #2 1 1 1 2 4-¢2 @) REMOVE EXISTING R13 SIGN FROM POLE@. 1 5-¢2 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 - 1 1 1 1 1 1 1 1(N) l(N) 1(N) l(N) --l(N) 1(N) 1(N) 1 1 1 -- - - - 1 2 1-¢5 4 @JI WELD ON TENON AND INSTALL !02-12" VEHICLE INDICATION. WIRE 1 2-¢5 5 TO PHASE ¢2 CIRCUIT. 2 1-¢1 6 (Z] REMOVE AND SALVAGE EXISTING 8" SECTION SIGNAL HEAD AND MOUNTING. 1 (4) 1_06 7 INSTALL NEW 12"-SECTION SIGNAL HEAD AND MOUNTING. INSTALL '13 AND '14 EVP--+-..J I 1 1/2"C, 6PR #19 IC_/ TO FORD/LORAL ACCESS 1\ APPROX. 2400' \ I d I B?8 ll PPB 00.!!!o:l 1 1 1 1 1 (N) 1 1 1 1 2 2 2 2 (5) 2-¢6 8 @JI REPLACE EXISTING PEDESTRIAN PUSH BUTTON ASSEMBLY WITH ADA ~ I \ .-1 6-1!14 I VAR. 20' ' 1 1/2"C, 2-DLC - 1 1/2"C, 18PR #22 IC~ TO FORD/LORAL ACCESS APPROX. 2750' SPARES 3 3 3 3 TOTAL t)14 .!-\lfN ~• ~N .:>,{/N !2 • I.S.N.S. - 2 2 2 TOTAL 1,112 -2 2 2 3(N) 3 3 3 3 6 7(N)~ ;.1/(N ~N ~ ~- -2 2 2 2 2 - 2 2 2 2 2 6 6 2 2 2 2 1 (6) 3-¢6 g APPROVED PEDESTRIAN PUSH BUTTON ASSEMBLY. 2 4-¢6 l]Jj REMOVE AND SALVAGE EXISTING ILLUMINATED STREET NAME SIGN (I.S.N.S.}. 1 5_06 INSTALL NEW I.S.N.S. WITH LEGEND PER POLE SCHEDULE. 2 1-¢3 10 1101 REMOVE AND SALVAGE EXISTING SIGNAL POLE COMPLETE. \ ~ I \ ~ \,:~\,_2-_04 ______ \ ___________ ~ ATTENTION SIG. COMMON 1 1 1 1 1 (N) 1 1 1 1 1 1 1 LUMINAIRE -2 2 2 2(N) 2 2 2 2 2 2 2 TOTAL 1 3 3 3 3(N) 3 3 3 3 3 3 3 01 ---1 -- - -- 1 1 1 02 ----3(N) 3 3 5 5 5 5 5 •., 03 2 2 2 2 ----- 2 2 2 "·a•>-04-----+--_-+--_-+-_--+-_--_--_---+--_--+-_--+-_ __,_6 --6---+--6-< 2 2 2 2 2 2 06 3 5 -- - --5 5 5 TOTAL DLC 2 2 5 8 3(N) 3 5 7 7 21 21 21 ,-~-----+--+----;--t-,-t--'--'+--+---t--t-,-t---t---+---1 ' f19 INIDlCONNECT CABLE --------1 1 1 1 ,~------------+---+---+---+--<--+-----+---+---< 1 C22 L~IDlro..'lECT CAB1.£ ------- 1 1 1 1 1 I EVP CABLE -----1 1 1 3 3 4 4 b::-:o:-N-::D-:-u,-=T--=s-=1ZE=----t::-::.-:c(N-::r:2:71;=--• t-:2c-:,,-a-. t-:-3.;;-t:2-:"(:-N-;t:2:=··c-:cN:-:t-:2:=.--t-:2:-:-i-,-a-. t:2--::-;2.;1:2--3:::-i-,.tz:-._-:::3,.1:; ::c_--:3:;;t• IL CONDUIT AND CONDUCTORS ARE EXISTING, UNLESS NOTED OTHERWISE 1 2-¢3 1-1 #8 2 SPARE 12 illJI REMOVE AND SALVAGE EXISTING PEDESTRIAN SIGNAL AND MOUNTING. INSTALL NEW PEDESTRIAN SIGNAL WITH INTERNATIONAL SYMBOLS. FORD·ROAD Utilities shown on the plan are based on available records. It shall be the contractor's sole responsibility to verify all existing utilities 1 . (7) 1-¢4 13 2 (8) 2-¢4 14 1121 REPLACE EXISTING BICYCLE PUSH BUTTON ASSEMBLY WITH ADA APPROVED PUSH BUTTON ASSEMBLY. by contacting utility agencies, and to exercise extreme care to avoid damaging existing utilities during excavation. #10 1 3-¢4 2 4-¢4 1 5-¢4 #11 2 6-¢4 c SENSOR UNITS ARE RACK MOUNTED WITH MULTIPLE OUTPUTS. (!] VCS INPUT NUMBER (#) SYSTEM SAMPLER NUMBER UHDERGROUND SERVICE lliRT or SDUTHERH CAUrORNIA APPROVED LINSCOTT, IJ,,.W & GREENSPAN, ENGINEERS 15so coRPORATE DR1vE. su1TE 122 o~ '\/llU k COSTA MESA, CA 92626 ~R ~4c; t;;;;;::;-;;;;-;-;:;;:;;:;-;:;:~=:==~--;:~?."":;:'i7i,'i7'W--1--~-1----1------~------l--l RC.E. NO~=-~-- PREPARED UNDER THE SdSION OF: DATE: uF//, I -,y DATE Apr,\ '2.0, 1999 YU CHU 2;:4,-DESIGNED K. HANKINSON DRAWN J. DONALDSON DATE BY DESCRIPTION APP'D RCE NO. 048921 EXP. DATE 09/30/00 2 986076.1 f DWG. C6076S1 f 4/16/99 REVISIONS CHECKED K. HANKINSON DATE 4/99 C-3202B TRAFFIC SIGNAL MODIFICATION PLAN JAMBOREE ROAD AT EASTBLUFF DR/FORD RD CITY OF NE\'1/PORT BEACH PUBLIC WORKS DEPARTMENT R-5739-5 SHEET 15 OF 18 i I / z C s OJ m :0 0 :0 ~ z G) z C s OJ m :0 ;;@ 0 ~ ~ i t/J .,&; 0 (A 0 :0 ~ z G) z C s ~ :0 0 :0 ~ z GJ J.N. 25220 PLANT LEGEND 0 0 0 EB PLANT NAME Jacaranda acutifoia JACARANDA Pinus b. Elderica CALABRIAN PINE inus b. Elderica CALABRIAN PINE Tristania conferto RISBANE BOX iquidombar Burgandy MERICAN SWEET GUM Cistus purpurea ROCK ROSE Cotoneoser pormnii RED CLUSTERBERRY Metrosideros excelsus NEW ZEALAND CHRISTMAS TREE Heteromeles arbutifolia TOYON Lantana montevidensis PROSTRATE LANTANA Raphiolepis Magestic Beauty SHRUB HAWTHORN Porthenocissus tricuspidata BOSTON IVY Pinus b. Elderica -Low branching PARKING GARAGE SIZE 36" BOX 36" BOX 36" BOX 24" BOX 36" BOX 5 gallon 5 gallon 24• box 5 gallon 5 gallon 5 gallon 1 gallon QUANTITY REMARKS 5 STANDARD WITH DEEP ROOT BARRIER 7 HIGH BRANCHING STANDARD WITH DEEP ROOT BARRIER 14 LOW BRANCHING STANDARD WITH DEEP ROOT BARRIER 1D 8 61 117 12 33 112 50 (59) STANDARD WITH DEEP ROOT BARRIER LOW BRANCHING STANDARD WITH DEEP ROOT BARRIER @ 5' O.C. along upper well only GROUNDCOVER Acacia '"Desert Carpet'" TURF 111111111111111 Marathon II Tristania conferta Eriobotrya japonica ( 15) 24"box L--Metrosideros excelsus Parthenocissus tricuspidata Cotoneaser parmnii Lantana montevidensis Acacia "Desert Carpet" LANDSCAPE CONSTRUCTION NOTES Heteromeles arbutifolia 0-PROTECT IN PLACE, ITEM AS NOTED ~INSTALL JUTE MATT ON ALL NEW 2:1 SLOPES 0--coNSTRUCT 1 2" COUNTER BERM AT TOP OF ALL SLOPES G:E--CONSTRUCT HEADER BETWEEN COUNTER BERM AND LAWN ©-REPLACE ALL DISTURBED LAWN WITH NEW SOD ~ PROTECT NEW DOWN DRAINS NOTES Myoporum "Pacifica" 1 gallon @30" O.C. Parthenocisus tricuspidata 1 gallon @ 5' O.C. PREVAILING ' WI NO -, ~:...,-,:;-';,,..__,.._ "CINCH-TIE" BY V.I.T. CO. OR E:Q. 11/2 .. GAL~EL PIPE· "CINCH-TIE"~ ' 0 0 0 ,I 12 .. ,1, 127i PLAN 11/2 .. GALV. STEEL PIPE FOR ALL BOX SIZED TREES 2'" SINGLE GRIND MULCH OVER JUTE MATT 4• HIGH WATER BASIN -SEE SPECS. FINISH GRADE EXISTING SLOPE ..J -..J + < m :r f-f--0 .. ow ~----'-----FERTILIZER TABLET -SEE SPECS. "' a COMPACTE BACK FILL MIX /I/ ~t 2x ROOTBALL DIA. BACKFILL MIX -SEE SPECS INSTALL ROOTBALL FLUSH W/ FINISH GRADE. 1. ALL NEW 2:1 SLOPE SURFACES TO BE PROTECTED WITH JUTE MATT & 2" SINGLE GRIND MULCH NOTE, 2. ALL PLANTING AREAS TO HAVE NEW AUTOMATIC IRRIAGTION: A. SLOPES TO HAVE DRIP SYSTEM B. LAWN & FLAT GROUND COVER AREAS TO HAVE FULL COVERAGE LOW FLOW SPRAY SYSTEM C. SEPERATE SYSTEM FOR CHURCH -CONNECTED TO EXISTING SYSTEM, APARTMENT -BATTERY WITH WATER P.O.C. LOCATED IN FIELD. 3. APPLY PREEMERGENT HERBICIDE TO ALL SLOPE. AREAS PRIOR TO MULCH APPLICATION 04/16/99 11:41:36 FILE = 25220L01.DWG MIN. TWO TIES (TOP & BOTTOM) RE:QUIRED. USE THIRD TIE WHEN NECESSARY TO HOLD TREE IN UPRIGHT POSITION. TIES TO BE SECURED TO AVOID SLIPPAGE.(WRAP STAKE. TWIST & STAPLE.) TREE PLANTING ON SLOPE ~ 0 !} KELLY E. NOLAN ~ "' Na C 52646 p. 12/31/02 1 gallon 4200 S.F. @ 30" O.C. SOD 5500 S.F. ( Excluding extra areas damaged by construction ) 1 OR 5 GALLON SHRUB 2-LAYER OF MULCH WATER BASIN FINISH GRADE 1//41------AMENDED SOIL FOR PLANTING -SEE SPECIFICATIONS FERTILIZER TABLETS-SEE SPECIFICATIONS 8"',+----ROOTBALL r===;;::;=~i-----PLANT PIT EXCAVATION SOIL MANTLE ,r 2 X DIAMETER ,r SHRUB PLANTING TETRA TECH Infrastructure Southwest Group Jacaranda acutifolia (5) 36" box Pinus b. Elderica -high branching (1) 2x4 OR (2) 1 x4 FOR STRAIGHT RUNS DR (4) 1 /2x4 FOR TIGHT CURVES AS REQUIRED -----2x3x1 B REDWOOD STAKE C 4° O.C. NOTES: 1. WOOD SHALL BE ROUGH CONSTRUCTION HEART REDWOOD. 2. NAILS AT STAKES SHALL BE 16D GALV. COMMON 2 PER STAKE MINIMUM. 3. NAILS AT SPLICES SHALL BE SD GALV. COMMON. REDWOOD HEADER APPROVED ...---Raphiolepis Magestic Beauty C-32028 JAMBOREE ROAD/EASTBLUFF DRIVE INTERSECTION IMPROVEMENT PROJECT 600 CITY PARKWAY WEST, STE. 300 1-----+--+--------------+---l ,~~-~ T -c ORANGE, CA 92868 .; (714) 456-0166 Fox (714) 456-0161 PROJECT ENGkN _E_",,0 4-SSZ./ t;;;;;';;--;;;;:;;-;;=;-;:;;;:-;:;-;=;;:;;;;-;'--;;;::------;;-;::;::------1-----l----l-------------l----l LANDSCAPE PLAN PREPARED UNDER THE SUPERVISION OF: DATE: DATE 4--2/ -99 KELL y E. NOLAN f-D-AT_E ...J..._BY_c_ ______ DE_sc_R_1P_1,o_N _____ ----L_A_P_P._D +D-Es_,G_N_rn_e._"_"_'s+D-RA_w_N_e_"_"_''-1 CITY O F NEWPORT BEACH i-:R-".'-"C.:.:. E"-. --'N-"o ... _.,_C5-c2=:6:...4c.c6c.___;=EX'-'P--'._.,_D:..cAT'-'E'---'1_.2,,_--3_:_1 =02.,_~----~-----1 1252_20 OWG. 3 29 99 REVISIONS CHECKED c. ,u,rz DATE 2199 PUBLIC WORKS DEPARTMENT R-5739-5 SHEET 16 OF 18 < -rn z m " C 0 ' 'jj ~ rn > < " z tD _m n m p I] ~ ~ z ~ I ~ \; z I D 0 r D I] g ~ n ~ 0 D 0 ~ ~ " ~ D 1i ~ ! z a z 6 G) C z ' < 0 m z " C 0 -' I ~ rn , > " _m tD n m p I] C " 0 " z ~ ~ \; z I 0 0 r 0 I] ~ " n m 0 ~ D , " " , g ~ D 1i " " rn ~ z ' g z a G) C 2 < rn z 0 '" , " C e D " ' • ~ rn > < " z !" tD n m p I] C " 0 " z ~ ~ \; z I D 0 r D I] " n § m 0 ~ □ § ~ ~ ~ 0 1i " rn ~ z g ' z a G) C 2 ' IRRIGATION LEGEND SYMBOL MANUFAGTUREF MODEL# DESGRIPTION GALLONS PER. Ml1'. RAD. P.S.I. FULL I HALF! QTR. f?3 EXISTING TO BE REMOVED -KEEP SYSTEMS TO THE J.IIIEST OF THE v-lORK OPERATIONAL Q RAINBIRD • T-B0-1.B POP-UP ROTOR 1.2 28 BO o T-B0-1.B POP-UP ROTOR 1.2 28 BO 0 i;i 1806-12F POP-UP LAv-lN SPRAY 2.6 1.3 .65 12 30 m ~ 1812-10 SERIES POP-UP SHRUB SPRAY 1.5"7 .i't .Bet 10 BO MULTI-OUTLET XERI-BUG _L__ 1/4~ VINYL DISTRIBUTION TUBE .,,.--....__,)J ~ DIFFUSER BUG CAP EB 0 ffi & l><l (!) NIBC.O RAINBIRD -- - - - - --- - - - --- 1812-10 SERIES POP-UP SHRUB SPRAY I GPH PER OUTLET 15-50 XC.Z-0"75 ow EASYRAIN Rc.-1860AB REDUCED PRESSURE/FILTER/AUTOMATIC. CONTROL VALVE ELEGTRIC, SOLENOID VALVE, SIZE INDICATED. T-113 44DLRC BATTERY OPERA TED C,ONTROLLER AUTOMATIC. GONTROLLER .TO REPLACE EXISTING AT GHURCH SIDE ENTRY THREADED BRASS GATE VALVE, LINE SIZE. I" QUIGK GOUPLING VALVE, Y'I/LOC.KING VINYL COVER. MAINLINE PIPING-SGHEDULE 40 P.V.C,. SOLVENT J.IIIELD. LATERAL PIPING-GLASS 200 P.V.G. SOLVENT J.IIIELD. LATERAL PIPING-GLASS 200 P.V.G. SOLVENT J.IIIELD. LATERAL PIPING-GLASS 200 P.V.G. SOLVENT J.IIIELD. --+--AUTOMATIC, VALVE SEQUENGE t-==il=ci---APPROX. G.P.M. I G.P.H. for-Dr-Tp --1--V AL VE SIZE P.O.C. FOR APARTMENT IRRIGATION-VERIFY IN FIELD 11 111 I J.N. 25220 04/16/99 12: 14: 18 1,,~,;j 1,,1 ,;,I I '"l,1•I ·' FILE = 25220L02.DWG -=~=- KELLY E. N0IAN C 52646 p. 12/31/02 ·' NEW CONTROLLER LOCATION---~ REPLACE THE EXISTING WALL MOUNTED CONTROLLER AT THE SIDE ENTRY TO THE MAIN BUILDING. CONNECT EXISTING WIRES TO THE NEW CONTRIOLLER AND RUN NEW SLOPE WIRING NORTHWARD AROUND THE BUILDING AWAY FROM ·THE FUTURE BUILDING AREA. SCHMATIC LOCATION OF EXISTING BUILDING -FIELD VERIFY LOCATION CONDITIONS AND LENGTH OF WIRING RUN NOTES 1. ALL NEW 2: 1 SLOPE SURFACES TO BE PROTECTED WITH JUTE MATTING. SEE SPECIFICATIONS. 2. ALL PLANTING AREAS TO HAVE NEW AUTOMATIC IRRIGATION: A. TREES AND SHRUBS ON SLOPES TO HAVE DRIP SYSTEM B. LAWN AREAS TO HAVE FULL COVERAGE LOW FLOW SPRAY SYSTEMRECONNECTED TO EXISTING CHURCH SYSTEM C. EXISTING LAWN SYSTEM BEYOND THE LIMITS OF WORK TO BE CAPPED AND KEPT OPERATIONAL DURING CONSTRUCTION D. NEW CONTROL WIRES TO BE RUN FROM REPLACED CONTROLLER TO VALVES IN EASTERN LAWN AREA AND NEW CONTROL VALVES ALONG TOP OF SLOPE 3. SIZE ALL PIPES TO MAINTAIN 5 FPS MAXIMUM VELOSITY P.O.C. FOR NEW MAINLINE STATIC PRESSURE 38.J:'.S.i. ~ ) / y,c~ : \ u "' □ RECONNECT FULL ROTORS TO FULL HEAD VALVE ~---_L._ WDRIP WDRIP ~ ~ C-32028 TETRA TECH Infrastructure Southwest Group APPROVED 600 CITY PARKWAY WEST, STE. 300 .-, ,:,;,-~ JAMBOREE ROAD/EASTBLUFF DRIVE INTERSECTION IMPROVEMENT PROJECT ORANGE, CA 92868 (714) 456-0166 Fox (714) 456-0161 PROJECT ENGIN R %~2./ R.C .. NO-~~~-r,P::;:R:;':EP;::A-;::R[~D:-U::;N;;:D-;:;ER::-:;:TH-:;:[--:$,:;-U:;;:P[;:;R::-;Vl;::$1';::QN::'-;:Q;:-F:------~OA:-;:TE;:-:-----j~--1---+-------------+--1 DATE "1---2.1-22 IRRIGATION PLAN E E O D TE 8 DESCR PTO Pp.D DESIGNED DRAWN K LLY • N LAN 1--A--'---y'--'--------'-'_N _____ ..c.....A_-+----P---""-''+---'-· -""-''--1 CITY OF NEWPORT BEACH R.C.E. No. C52646 EXP. DATE 12 31 02 ED DTE p B DEP • T -=~=12~s=2.=20~-=---r'-'~o=w~G.-=-c..=-=-~~~---3~/~29~99----1 REVISIONS CHECK c. ,uR.z , ,;" u uc woRKS ARTMEN R-5739-S SHEET 17 OF 18 I I I t , -a -C , s ffi a ~ m TI a < z C ;: 0 m n 0 " w R TI ~ J ~ g a 0 , • C I a • " -g 0 u r z I 0 r 0 " 0 JJ u 0 JJ ~ 6 z . ~ z .m " ~ C ~ 0 TI z " ~ r z I 0 r 0 n " m 0 a n JJ □ u m 0 n JJ a ~ < 2 6 C z < ru m . TI 0 " jj w R 5 n z _m " ~ C ~ 0 JJ z " u r z I 0 r 0 ~ " 0 0 ~ JJ u m 0 n ~ a < 2 6 C 7 \ I z C $'. Ill m Il 0 Il ~ z G) z C s Ill m Il 0 Il ~ z G) z C s Ill m Il 0 Il -~ z G) 0 6" MIN HORIZONTAL CLEARANCE LATERAL "'-' MAINLINE WIRING TAPE & BUNDLE WIRING l<C:••f ----,,'-@ 1 0 FT. O.C. MAX. -J:.1-+--SNAKE ALL • ~-~ ~ PLASTIC PIPE INTO TRENCHES AS SHOWN. MAIN SUPPLY, LATERAL. & WIRING ALL MAINLINE SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATION. MAIN SUPPLY LATERAL n:r INSTALL ALL 120V WIRE'-~ IN CONDUIT PER LOCAL CODE. PROVIDE A 20°' LOOP IN WIRE !=:J @ ALL CHANGES OF DIRECTION GREATER THAN 30 DEGREES. REMOVE TIES AFTER ALL CONNECTIONS HAVE BEEN MADE. TRENCHING SET 1" ABOVE FINISH GRADE IN SHRUB AREA ~--PROVIDE MASTER VALVE I.D. TAGS BRAND BOX LID MASTER VALVE I.D. .,. N FINISH GRADE li='<lt!1--RECTANGULAR PLASTIC VALVE BOX WITH LOCKING COVER ,!!II~-APPROVED WIRE CONNECTORS J!M!._ MAINLINE PER PLAN ADDITIONAL "EXTENSION" VALVE BOX '---ELECTRIC CONTROL MASTER VALVE 2 C.F. -3/ 4" GRAVEL SUMP MAINLINE PER PLAN MASTER VALVE CURB, SIDEWALK, ETC. "PEN-TITE" CONNECTOR OR EQ. MAKE 5 WRAPS AROUND 1" DIA. PIPE FINISH GRADE AUTOMATIC VALVE RECTANGULAR VALVE BOX W/LOCKING COVER ~---+---PVC MALE ADAPTER ,.....l_,...,.....~~~~,,-4'.'.:._,.... PVC ELL SxS (4) BRICK SCH. 40 PVC PIPE ~----PVC FITTING SxSxS 2 C.F. -3/4"GRAVEL SUMP /STRIP WIRES APPROXIMATELY 5/8 .. FROM END STEP 1 . ~TWIST CONNECTOR UNTIL WIRE .ENDS REACH BOTTOM STEP 2 I If---< ,---AFTER MIXING CONTENTS OF SEALING PACK J PER INSTRUCTIONS, CUT 1/2" OFF END OF PACK AND INSERT CONNECTOR INTO OPPOSITE END STEP 3 WRAP OPEN END OF SEALING PACK WITH TAPE AND LEAVE IN RAISED POSlTION UNTIL RESIN GELLS (ABOUT 8 MIN.) STEP 4 TYPICAL WIRE CONNECTION SET FLUSH IN LAWN AREA OR 1 • ABOVE FINISH GRADE IN SHRUB AREA PROVIDE 1.D. TAGS W/ STATION NO. BRAND BOX LID WITH STATION NO. z ~ N z 2 .,. N FINISH GRADE /t"-------f----"1\.---APPRDVED WIRE CONNECTORS 1e---RECTANGULAR PLASTIC VALVE BOX WITH LOCKING COVER '---ELECTRIC CONTROL VALVE 2 C.F. -3/ 4" GRAVEL SUMP PVC SCH 40 ELL SCH. 40 PVC NIPPLE PVC TEE SxSx T MAINLINE PER PLAN REMOTE CONTROL VALVE PLUG ALL UNUSED OUTLETS. SEE NOTE BELOW. ~-TUBE STAKE r 6 OUTLET EMITTER FINISH GRADE LOOP COMMON WIRE @ EACH VALVE LOCA- TION. MAKE ALL CONNECTIONS INSIDE BOX. 1 /2" DISTRIBUTION TUBE. INSTALL ABOVE GRADE ·' 1 / 4" DISTRIBUTION TUBE. INSTALL ABOVE GRADE WYE STRAINER W/ 150 MESH SCREEN. LATERAL PIPING TO EMITTERS. AUTOMATIC J.N. 252.20 04/16/99 12:16:35 NOTE: SET FLUSH IN LAWN AREA, OR 1" ABOVE FINISH GRADE IN SHRUB AREA. VALVE (EMITTER SYSTEM) FILE = 25220LD3.DWG METAL STAPLES EMITTER HEAD (ABOVE GRADE) KELLY E. NOLAN No C 52646 E,p. 12/31/D2 NOTE: CURB, SIDEWALK, ETC. 1 2" 1., MIN. ,, FINISH GRADE ,,--ROUND PLASTIC VALVE BOX ~ W/ LOCK TOP PLASTIC PIPE SLEEVE (MIN. 6" DIA.) (4) BRICK BALL VALVE SxT MAINLINE _;;;,.,A-r-'7.,.L...---',FITTING (lYP .) 2 C.F. PEA GRAVEL SUMP SET VALVE BOX FLUSH W/ FINISH GRADE IN LAWN AREAS; 2" ABOVE IN PLANTING AREAS. BALL VALVE CURB, SIDEWALK, ETC. PVC ELL MINr TxT 90' LATERAL LINE PIPE AND FITTING ~--FINISH GRADE POP-UP SPRAY HEAD. SET TOP OF HEAD FLUSH WITH GRADE. PVC TxT 90' STREET ELL PVC SCHEDULE 80 NIPPLE (TYP) PVC TxT 90' STREET ELL POP-UP TURF/SHRUB HEAD .,. N NOTE: CURB, SIDEWALK, ETC. FINISH GRADE 1 O" ROUND VALVE BOX "Q.C." BRANDED ON LID QUICK COUPLING VALVE. PUNCH-LDC CLAMP OR EQUAL GALV. NIPPLE 8" LONG PVC 90 ELL TxT PVC STREET ELL TxT (4) BRICKS SCH. 80 PVC NIPPLE 12" LONG PVC STREET ELL T x T MAINLINE FITTING SXT #4 RE-BAR DRIVEN 12" INTO UNDISTURBED SOIL 1 C.F. -3/4" GRAVEL SUMP SET VALVE BOX FLUSH W/ FINISH GRADE IN LAWN AREAS; 2· ABOVE IN PLANTING AREAS. QUICK COUPLER FINISH GRADE ADJOINING HARDSCAPE POP-UP ROTOR (WITH CHECK VALVE) SWING JOINT P.V.C SCH. 40 ELL AND 12" MIN. STREET ELL P.V.C Sch. BO NIPPLE (LENGTH AS REQUIRED) P.V.C. STREET ELL TEE IN LATERAL P.V.C LATERAL ___ .../ POP-UP ROTOR C-32028 TETRA TECH Infrastructure Southwest Group APPROVED 600 CITY PARKWAY WEST, STE. 300 ~f2,,,; .. ORANGE, CA 92868 ~ '-0-- JAMBOREE ROAD/EASTBLUFF DRIVE INTERSECTION IMPROVEMENT PROJECT (714) 456-0166 Fox (714) 456-0161 PROJECTENGitrR 4-!;SZ,/ rn;,~:;;;';;--:-;::;::;:,;;--;:;-;;:--;::-;=:;:;:;-;::;f-=------~==------;_ __ (___---l-_____________ ---l-_ _j R.CE. NO.~=~ PREPARED UNDER THE SUPERVISION OF: DATE: DATE 4--2.l-t:;"} IRRIGATION DETAILS KELLY E NOLAN DATE E T • DESIGNEO ORAWN • 1--..L.._B_Y _c ______ o_s_c_RiP_,_oN _____ _c_A_PP_o-1-___ P. _____ M,"'LE:.::s_-+--'c"-. ..:.K:.::U..:.RT:.::Z_-1 C !TY OF NEWPORT BEACH R.C.E. No. C52646 EXP. DATE 12 31 02 ,-~~~1~25~2~.2~D~~-~~o~w-G~. ~===-----3-29_9_9 __ _. REVISIONS CH:CK~~LAN DATE 2/99 PUBLIC WORKS DEPARTMENT R-5739-S SHEET 18 OF 18 1 < - 0 z m 2 TI e 0 C a ' ~ • ~ ,: " TI z "' [I) n m l> JJ ~ '!i " " ~ z I 0 0 r 0 JJ s TI n m 0 ~ 0 ~ TI " 0 " m 0 g TI ~ rn z " ' 2 i5 Gl C z < -rn z 0 m TI 0 C -' jj • ~ " < ~ TI z .m [I) n m l> JJ C I ~ 0 "' z • " ~ ~ ~ C · .. tf1 i~ I I ' tkt ~ @ ~ Q ~ = ©3 " ~ z :c 0 0 r 0 JJ TI n m ~ -□ 0 " TI "' □ " m 0 ~ TI "' ~ 1'\ z s z a Gl C z ,; < • ~ • z D C a ' :Ji • s ~ " TI z .m [I) n m l> JJ r 'TI 0 '!i " I I ' " ~ z :c 0 0 r 0 JJ " n ~ m ~ □ 0 ;:; TI " □ " m 0 s " "' rn 'a z s < . ;; 8 Gl